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Home My WebLink About3946-415M 0 300 mm (*4 0 1 L/2 (TYPJ1 HST. PIPE FLOW Aa -tw I l a 'm' TPR 15M 0 300 mm (•4012.)- 3-15M (04) CIRCULAR TIES. SEE NOTE 9 150 mm 11SN CUTallT 140. 0. 1NO. 2 LINE f50 mm CUT NC '1 Mi 3.14 (00 DETAIL 'A' (SEE NOTE 10) SONO -TUBE. OR EOUAL. INTERIOR FORM CUT NO. 11 SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANS- VERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS TOGETHER FORMING THE DEFLECTION ANGLE A. CUT NO. 2: SAW THE TUBE LONGITUDINALLY REMOVING A STRIP 3.14 I SEN TO I WIDE ON THE SIDE OPPOSITE THE OPEN JOINT. BEND E ENDS OF THE CUT TOGETHER' AND INSERT THE TUBE IN THE PIPE. 330-C-23 (560-C-3250) CONCRETE 25 mm (i-) (TYP.) D L T 300 mm (121 300 mm 021 100 mm (4.1 450 mm (18.) 300 mm (12.1 125 mm (51 600 mm (24.1 300 an 112'1 150 Rlm (61 750 mm (30.1 450 mm 08.1 IIS mA 0.1 900 mm (36'1 430 mm ()8.1 225 mm (9') 1050 mm 142• 450 mm (18.) US mm (9•) 1200 mm (48• 450 mm (I8') 250 mm 00-) 1425 mm (57'1 450 mm (18-) 250 mm (101) I500 mm (60' 525 mm (21.1 IM m (H-) 1650 mm (66' 525 mm (21.) 75 mm 011 1800 no (721 600 mm (24. 300 mm (1 IOR SURFACE OF PIPE DETAIL '6' TYPICAL JOINT FOR REINFORCED CONCRETE PIPE AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PURIM WORKS ST,� CONCRETE COLLAR FOR RCP STPLAN '°"°°CII"°'"°^� 19110300 mm 12" THROUGH 1800 mm 72" 380-2 _ 4 SHEET 1 OF 2 USE VMTN STANDARD mpwnww_av 1Ni FOR HIBLIC WOR" OOIIMT'KX_nON I T IT - �{ _� • i R I 1111 :0 �I iD A �� I I � � I A tjofPME IQ I III - I STEPS -SEE NOTE 5 #4 402•• T1 _ III l R RHER50E COUNTY FLOOD CONTROL ' 'NCONCRETE MATER CONSERVATION DSTRIC' ..rA4,m.. DROP INLET r .a_ •Jf c,vn �tF Shr ---. 'c°`•F wrc .. A-.�y, 34L!. .cc uc r.3s I STANDARD DRAWING NUMBER C$i10 NOTES I. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE EXCEEDS 10 PERCENT. 2. FOR CURVE JOINTS (SEE DETAIL B. SHEET Il IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS GREATER THAN 25 mm (i"). BUT IS LESS THAN 75 mm((3') A CONCRETE COVER IS REQUIRED IN ACCORDANCE WITH SUBSECTION 306-1.2.4 OF THE SSPWC. IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS EQUAL TO OR GREATER THAN 75 mm (3-). BUT LESS THAN 150 mm (6'). A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR SPACE IS 150 mm (6.1 OR GREATER. A TRANSITION STRUCTURE IS REQUIRED. 3. CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON THE MAIN LINE. 4, CONNECTOR PIPES A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A CONCRETE COLLAR. L AND T SHALL BE THOSE OF THE LARGER PIPE. D=DI OR D2, WHICHEVER IS GREATER. B. WHEN DI IS EQUAL TO OR LESS THAN CkJOIN INVERTS AND WHEN DI IS GREATER THAN D2, JOIN SOFFITS. 5. FOR PIPE LARGER THAN 1800 mm (72') SPECIAL COLLAR DETAILS ARE REQUIRED. 6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. 7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE 300(40). 8. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR TIES SHALL BE D+(2X WALL THICKNESS) + T. 9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS GREATER THAN 525 mm (21') AND ON ALL PIPES WHERE THE SPACES BETWEEN THE EXTREME OUTER ENDS IS 75 mm (31 OR LARGER. CIRCULAR TIES PIPE DIAMETER N0. OF CIRCULAR TIES 525 mm (211 OR LESS SEr TIONE.A 600 mm (249 TO 750 mm (30') PLAti \ELEVATIONOTED 825 mm (33') TO 1425 mm (57') _ 4 CiION TOP ON AN5 9AR..__e ,. I DEMENSIONS 12" WIDE • �''•r •-' - - - - H= 9" OR AS NOTED ON PLANS N 86.0 BASIN BOTTOM • V- SHALL BE SHOWN ON THE PLANS (B'MAX.) 06 �R=6" M1T1G D B W= SHALL BE 36" OR AS NOTED ON PIANS. 10 . V=8.14' W 82. W=3.0'T=8" - T= 6" IF V 6 4' OR LESS. H=12 " T= 8" E V IS 8 O LESS WA BO D= 18" UNLESS OTHERWISE SPECIFIED. W=3' 8» SIDES 0 PIPE. A- 36` UNLESS OTHERWISE SPECIFIED. t .r. W SEE STANDARD DRAWING CS 106 FOR • e WALL AND FLOOR STEEL REINFORCING 31/7 I y 3. RUCTVRAL CONCRETE SHALL BE CLASS "A" - 1%r" SPACE PROTEC i1GN BARS/ 4. RE ORCING STEEL SHALL BE N0.4 DEFORMED EVENLY ACROSS OPENING BARS. LEARENCE SHALL BE lyz" FROM 16" MAX. ON CENTER4 BOTT O1• SLAB. I 5. THE 8A51 FLOOR SHALL BE GIVEN A TIGHT W000 FLOAT 4 FINISH. CUR TORE OF THE LIP 6 SIDEWALLS AT THE SIDE • - . OPENING SH NOT BE MADE BY PLASTERINC. THE I OUTLET PIPE ALL BE TRIMMED TO FINAL SHAPE i LENGTH BEFORE THE CONCRETE IS POURED. T 6.STEPS'�3'a" PLAN R D GALVANIZED STEEL STEPS SHALL -+1 F•� BE INSTALLED 16" r WHEN V EXCEEDS 4'-6••. TME TOP STEP SMALL BE 6" B OW THE TOP SURFACE 6 SHALL 8: 2'/j' CLEAR FROM THE ALL ALL OTHER STEPS SHALL SE ION a BE 4" CLEAR FROM THE ALL ONLY ONE STEP 12" FROM THE BOTTOM SHALL BE A HORED NOT LESS THAN 4" INTO THE WALL OF THE B IN. 7. PROTEC710N BARS ARE PLAIN OUND STEEL BARS )' DIAMETER AND SHALL BE INSTAL EO WITH EN05 EMBEDDED 6'. S.AU- EXPOSEC METAL PARTS SMALL E GALANIZED. 9 SLOPE BOTTOM TO OUTLET FROM ALL DIRECTIONS RHER50E COUNTY FLOOD CONTROL ' 'NCONCRETE MATER CONSERVATION DSTRIC' ..rA4,m.. DROP INLET r .a_ •Jf c,vn �tF Shr ---. 'c°`•F wrc .. A-.�y, 34L!. .cc uc r.3s I STANDARD DRAWING NUMBER C$i10 NOTES I. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE EXCEEDS 10 PERCENT. 2. FOR CURVE JOINTS (SEE DETAIL B. SHEET Il IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS GREATER THAN 25 mm (i"). BUT IS LESS THAN 75 mm((3') A CONCRETE COVER IS REQUIRED IN ACCORDANCE WITH SUBSECTION 306-1.2.4 OF THE SSPWC. IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS EQUAL TO OR GREATER THAN 75 mm (3-). BUT LESS THAN 150 mm (6'). A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR SPACE IS 150 mm (6.1 OR GREATER. A TRANSITION STRUCTURE IS REQUIRED. 3. CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON THE MAIN LINE. 4, CONNECTOR PIPES A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A CONCRETE COLLAR. L AND T SHALL BE THOSE OF THE LARGER PIPE. D=DI OR D2, WHICHEVER IS GREATER. B. WHEN DI IS EQUAL TO OR LESS THAN CkJOIN INVERTS AND WHEN DI IS GREATER THAN D2, JOIN SOFFITS. 5. FOR PIPE LARGER THAN 1800 mm (72') SPECIAL COLLAR DETAILS ARE REQUIRED. 6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. 7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE 300(40). 8. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR TIES SHALL BE D+(2X WALL THICKNESS) + T. 9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS GREATER THAN 525 mm (21') AND ON ALL PIPES WHERE THE SPACES BETWEEN THE EXTREME OUTER ENDS IS 75 mm (31 OR LARGER. CIRCULAR TIES PIPE DIAMETER N0. OF CIRCULAR TIES 525 mm (211 OR LESS 3 600 mm (249 TO 750 mm (30') 3 825 mm (33') TO 1425 mm (57') _ 4 1500 mm (60') TO 1800 mm (72') 5 WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (3'). THE NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN APPROXIMATE SPACING OF 150 mm (61 O.C. 10. WHERE THE PIPE IS 525 mm (21') OR LESS IN DIAMETER AN INTERIOR FORM OF UNSEALED SONO -TUBE OR EQUAL SHALL BE USED TO PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 mm (24') OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND NEATLY POINTED. 11. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICANPUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 3800- 2 CONCRETE COLLAR FOR RCP 300 mm 12" THROUGH 1800 mm 72" SHEET 2 OF 2 100 YR. BASIN W.S. TOP REINF. #4 @ 12 " OC 1 WALL REINF. PER NOTE (TYP.) c 42 " R. C. P. 12" A 0WA J-1 MAX. (TYP.) BOTH SID," 28' MIN. BASIN EMERGENC Y SPILL WA Y DE TAIL N. T. S. R/W PL 12' _ 10' TR. NO. 17438 (LETTERED LOP I 6' 6' W.I. FENCE PER SEPARATE I PLAN AND PERMIT 8 II SPILLWAY 4.0 FG g�pR' 2= SIDEWALK PER 1 i\��i��\•` �/ JAI CITRUS AVE. IMPROV. SEC TION "4B -4B" N. T S. - RING 0 = 1.3'0 OPENING �8" THK. WEIR (SEE NOTE BELOW) TOP=89.0 24" OPENING 12" WIDE 12" HIGH N 86.0 BASIN BOTTOM 06 �R=6" M1T1G D B 1 10 YR. V=8.14' W 82. W=3.0'T=8" - A=4.50' H=12 " WA BO & W=3' 8» SIDES 0 PIPE. DETAIL "A " NOT TO SCALE NO TES. A. WALL REINF. 114 @ 12" BOTH HORZ. & VERT B. FABRICATE RING WITH OPENING 0 =1.3' MODIFIED R. C.F.C. & W.C.D. STD. STD. DWG. N0. CB103 ( FRAME ONLY ) C. SEE R. C. F. C. & W.C.D. STANDARD PLAN CB 110 ON THIS SHEET C 4.67' PLAN MODIFIED MA NHOL E 1 NOT TO SCALE 4 BOTTOM OF RA.S1A1 86.0 f BOTTOA RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN ; ' ' No. 3663 � PART, ON THE BASIS OF INFOW,4ATION COMPILED AND s � FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS 4=� t4' A RESULT THEREOF. 1 WARP ROTTOM & /, \ SECTION "C -C" NOT TO SCALE - 2' a» pnnu n /2 SEE STD. PLAN 3025 v4>_v i ivies v-� YP.) NOT TO SCALE CONSTRUCTION NOTES: CONSTRUCT CONCRETE DROP INLET PER RIVERSIDE COUNTY FLOOD AND WATER CONSERVATION DISTRICT STD. CB 110, AND MODIFIED AS SHOWN ON SHEET 4. 13 PLACE 100# ROCK RIP -RAP CONCRETED 2' THICK PER GREEN BOOK SECTION 200-1.6 & 300-1 1. MODIFIED CONCRETE DROP INLET DETAIL n Nor ro scALE IN ROCK BERM DETAIL 1 NOT TO SCALE A DRAIN PIPE AND RISER: 1. THE MINIMUM PIPE RISER SHALL BE 30" CORRUGATED STEEL PIPE (CSP), 14 GA., OR AN ALTERNATE APPROVED BY THE ENGINEER. RISER TO HAVE A CROSS-SECTIONAL AREA AT LEAST 1.5 TIMES THE CROSS-SECTIONAL AREA OF THE HORIZONTAL DRAIN PIPE. 2. THE MINIMUM DRAIN PIPE SHALL BE A 12" CSP, 14GA., OR AN ALTERNATE APPROVED BY THE ENGINEER. J. THE UPPERMOST ELEVATION OF THE RISER SHALL BE SUCH THAT FULL FLOW WILL BE GENERATED BEFORE THERE IS DISCHARGE OVER THE EMERGENCY SPILLWAY AND AT LEAST ONE FOOT BELOW THE TOP OF THE EMERGENCY SPILLWAY. 4. THE RISER SHALL BE PERFORATED WITH 1/2" X 12" (MAX.) SLOTS OR 1/2" TO 1 1/2" DIAMETER HOLES, 10 TO 12 INCHES ON CENTER AND STAGGERED. HOLES CUT WITH A WELDING TORCH ARE ACCEPTABLE. THE SMALL HOLES SHALL BE USED ON THE LOWER PORTION OF THE RISER. 5. THE DRAIN PIPE SHALL BE PLACED ON A FIRM FOUNDATION. 6. THE RISER SHALL HAVE A BASE ATTACHED WITH A WATER TIGHT CONNECTION AND SHALL HAVE SUFFICIENT WEIGHT TO PREVENT FLOTATION OF THE RISER. TWO RECOMMENDED METHODS ARE: A. A SQUARE CONCRETE BASE 18" THICK WITH THE RISER EMBEDDED SIX INCHES INTO THE BASE. EACH SIDE OF THE BASE WILL BE ONE DIAMETER OF THE RISER PLUS 24 INCHES. B. A 1/4 INCH MINIMUM THICKNESS STEEL PLATE WELDED ALL AROUND THE BASE OF THE RISER TO FORM A WATERTIGHT CONNECTION. THE PLATE SHALL BE SQUARE WITH EACH SIDE EQUAL TO TWO TIMES THE RISER DIAMETER. THE PLATE SHALL HAVE TWO FEET OF STONE, GRAVEL, OR TAMPED EARTH PLACED ON IT TO PREVENT FLOTATION. 7. A GRATE CONSISTING OF 114 REBAR, 6 INCHES ON CENTER SHALL BE WELDED TO THE TOP OF THE RISER. 8. ANTI -SEEP COLLARS ARE REQUARED AT 10' INTERVAL FOR PIPE UNDER THE EMBANKMENT 9. DISCHARGE SHALL BE TO A PAVED STREET CHANNEL, OR APPROVED DRAINAGE COURSE WITH GROUTED RIP -RAP. RIP -RAP SHALL BE 12" MINIMUM SIZE ROCK. 1 RIP -RAP SHALL BE EMBEDDED A MINIMUM 6" INTO GROUT ZLSEC TION "D -D" NOT TO SCALE 24" CSP (MODIFIED) CONCRETE COLLAR 24 " RCP -� -4 Rocar 4 weloev T yp• l 1/7x2" St61 strop W1tn 9- DOIt GRATE ASSEMBLY DETAIL Elev. 91-0 �- aY Top of R(ser 6- i .. 86.3 VEL STD. CSP MSR TEE _j Tyg e 6'. Q a I I i "T ( 24'WrL SET TEE SECTION IN WET CONC. FOOTING & TROWEL `Anchor block Nin. 508-0 2508 INSIDE TO DRAIN concrete or a metnoo approve0 by Engineer. 0 1 CSP RISER & GRA TE ASSEMBL Y DETAIL O MODIFIED ORANGE COUNTY RESOURCE & DEVELOPMENT STD. 1327 17 NOT TO SCALE NOTE: REV. NO. 1 FOR 24" REV. NO. 4 - NO PERFORATED HOLE REV. NO. 8 - CONCRETE COLLAR AS SHOWN IM a t� �8" THK. WEIR C 4.67' PLAN MODIFIED MA NHOL E 1 NOT TO SCALE 4 BOTTOM OF RA.S1A1 86.0 f BOTTOA RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN ; ' ' No. 3663 � PART, ON THE BASIS OF INFOW,4ATION COMPILED AND s � FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS 4=� t4' A RESULT THEREOF. 1 WARP ROTTOM & /, \ SECTION "C -C" NOT TO SCALE - 2' a» pnnu n /2 SEE STD. PLAN 3025 v4>_v i ivies v-� YP.) NOT TO SCALE CONSTRUCTION NOTES: CONSTRUCT CONCRETE DROP INLET PER RIVERSIDE COUNTY FLOOD AND WATER CONSERVATION DISTRICT STD. CB 110, AND MODIFIED AS SHOWN ON SHEET 4. 13 PLACE 100# ROCK RIP -RAP CONCRETED 2' THICK PER GREEN BOOK SECTION 200-1.6 & 300-1 1. MODIFIED CONCRETE DROP INLET DETAIL n Nor ro scALE IN ROCK BERM DETAIL 1 NOT TO SCALE A DRAIN PIPE AND RISER: 1. THE MINIMUM PIPE RISER SHALL BE 30" CORRUGATED STEEL PIPE (CSP), 14 GA., OR AN ALTERNATE APPROVED BY THE ENGINEER. RISER TO HAVE A CROSS-SECTIONAL AREA AT LEAST 1.5 TIMES THE CROSS-SECTIONAL AREA OF THE HORIZONTAL DRAIN PIPE. 2. THE MINIMUM DRAIN PIPE SHALL BE A 12" CSP, 14GA., OR AN ALTERNATE APPROVED BY THE ENGINEER. J. THE UPPERMOST ELEVATION OF THE RISER SHALL BE SUCH THAT FULL FLOW WILL BE GENERATED BEFORE THERE IS DISCHARGE OVER THE EMERGENCY SPILLWAY AND AT LEAST ONE FOOT BELOW THE TOP OF THE EMERGENCY SPILLWAY. 4. THE RISER SHALL BE PERFORATED WITH 1/2" X 12" (MAX.) SLOTS OR 1/2" TO 1 1/2" DIAMETER HOLES, 10 TO 12 INCHES ON CENTER AND STAGGERED. HOLES CUT WITH A WELDING TORCH ARE ACCEPTABLE. THE SMALL HOLES SHALL BE USED ON THE LOWER PORTION OF THE RISER. 5. THE DRAIN PIPE SHALL BE PLACED ON A FIRM FOUNDATION. 6. THE RISER SHALL HAVE A BASE ATTACHED WITH A WATER TIGHT CONNECTION AND SHALL HAVE SUFFICIENT WEIGHT TO PREVENT FLOTATION OF THE RISER. TWO RECOMMENDED METHODS ARE: A. A SQUARE CONCRETE BASE 18" THICK WITH THE RISER EMBEDDED SIX INCHES INTO THE BASE. EACH SIDE OF THE BASE WILL BE ONE DIAMETER OF THE RISER PLUS 24 INCHES. B. A 1/4 INCH MINIMUM THICKNESS STEEL PLATE WELDED ALL AROUND THE BASE OF THE RISER TO FORM A WATERTIGHT CONNECTION. THE PLATE SHALL BE SQUARE WITH EACH SIDE EQUAL TO TWO TIMES THE RISER DIAMETER. THE PLATE SHALL HAVE TWO FEET OF STONE, GRAVEL, OR TAMPED EARTH PLACED ON IT TO PREVENT FLOTATION. 7. A GRATE CONSISTING OF 114 REBAR, 6 INCHES ON CENTER SHALL BE WELDED TO THE TOP OF THE RISER. 8. ANTI -SEEP COLLARS ARE REQUARED AT 10' INTERVAL FOR PIPE UNDER THE EMBANKMENT 9. DISCHARGE SHALL BE TO A PAVED STREET CHANNEL, OR APPROVED DRAINAGE COURSE WITH GROUTED RIP -RAP. RIP -RAP SHALL BE 12" MINIMUM SIZE ROCK. 1 RIP -RAP SHALL BE EMBEDDED A MINIMUM 6" INTO GROUT ZLSEC TION "D -D" NOT TO SCALE 24" CSP (MODIFIED) CONCRETE COLLAR 24 " RCP -� -4 Rocar 4 weloev T yp• l 1/7x2" St61 strop W1tn 9- DOIt GRATE ASSEMBLY DETAIL Elev. 91-0 �- aY Top of R(ser 6- i .. 86.3 VEL STD. CSP MSR TEE _j Tyg e 6'. Q a I I i "T ( 24'WrL SET TEE SECTION IN WET CONC. FOOTING & TROWEL `Anchor block Nin. 508-0 2508 INSIDE TO DRAIN concrete or a metnoo approve0 by Engineer. 0 1 CSP RISER & GRA TE ASSEMBL Y DETAIL O MODIFIED ORANGE COUNTY RESOURCE & DEVELOPMENT STD. 1327 17 NOT TO SCALE NOTE: REV. NO. 1 FOR 24" REV. NO. 4 - NO PERFORATED HOLE REV. NO. 8 - CONCRETE COLLAR AS SHOWN IM a t�