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HomeMy WebLinkAbout3463-4TIl� M-- k�1 SEC C� BARS A �f BARS 'AMERICAN PUBLIC llliif RKS ASSOCIATION -SOUTHERN cALatFORNIa CHAPTER. . fa . a. TOPTIONAL 13M O :900 irad*402•1 BLY ASSEMBLY STAMDRD APIAN . toWAY, STREET. O ITTER. ICE 0 : �eeo{17 LOCAL DtERtCE3- USE WITH STANDARD SPI=FtCAll0N3 FOR PUBLiC WORKS CONS 1RUCTION: Ree. tisNrl: \OR i4k1 (ISE HATH STANIUM SPE-ICIFICAI ONS FOit PUBLIC WOM M C0N8T MI 27:0 t nr* wl 3; ��� � w' nc .. SLOPE 7 c"rr. MONOLITHIC 4ATCH BASIN 2 f w ♦ 5.0' 64 4 ! i i b .L ZONNEOTION • W = ' f f OW.LINE r. , rrioe► L � .-l3 )R a:f mm 1' FAdr G E PLATE . /o aawEL .�.:.I i TY P MAI �l' SECTION A -A .l t A I ttfECU08 OL� Ti al LINE • f / 1 {{.c us r 06 It4oll W 2 EXTRI► tBMI«�i4 i STEPS y, DISTANCE ALONG BASE LINE L f ON Z 51I1l:S �pF ' AIAIIFkOLE PRAAAE ��@ I 100 "wa dl t 11� i AND COVER ` i1w+++mss t+i DAIIMI. rr 'J�0 aa 73 erNn es I I3 )R I IIMAX. RAl31l�S QEF NOSE �� T 1# SAS) IN A C li!lEi1Tie3 !' OFFSET Y, mmWA :g 1 so 1 5 3 ��� Arid c1arER ' R /'♦'1o 00%TL (TYP.) f a PLAN TIl� M-- k�1 SEC C� BARS A �f BARS 'AMERICAN PUBLIC llliif RKS ASSOCIATION -SOUTHERN cALatFORNIa CHAPTER. . fa . a. TOPTIONAL JUNCTION STRUCTURE - PIPETO PIPE INLET STAMDRD APIAN . iib t 60D.Mm 2 " OR OD > 112 MAIN LINE TD ICE 0 } $Ut3GItAt� p' CdNN£GT 0R Pi E USE WITH STANDARD SPI=FtCAll0N3 FOR PUBLiC WORKS CONS 1RUCTION: Ree. tisNrl: Siir;ET t Of A (ISE HATH STANIUM SPE-ICIFICAI ONS FOit PUBLIC WOM M C0N8T MI 27:0 30.0 7 c"rr. MONOLITHIC 4ATCH BASIN 2 f w ♦ 5.0' 64 4 ! i 8Q' ZONNEOTION • W = ' f is e •! a:f mm PARABOLiC FLARE w T . /o • a• MAI �l' SECTION A -A • ♦! t A ` i!F! OL� 1'��1'�d:'*�.Mst • f / 1 1.1019 VA110 ROM 06 It4oll W MAMMUM OFFSET DISTANCEX (4104?IM(�41 X. = DISTANCE ALONG BASE LINE L f ♦ f ��@ 2-W T tvi4Y:8E.:IG,NOR>=b t 11� ♦ i1w+++mss !I I k RAl31l�S QEF NOSE �� � li!lEi1Tie3 !' OFFSET Y, mmWA :g �sa>x so 1 5 ao ��� 9t,CI ' R /'♦'1o 00%TL (TYP.) f a PLAN 1h - -�'' DOWEL. DETAIL iTf'a f p�i1GG a • �f . STRUCTURAL DATA ��/ 11L'�t WALLAND SLAB DIMENSIONS AND Y 30:i1 REINFORCEMENT REQUIREMENTS f ' 613 12i3 1 � 4 48(1 .808 J REINFORCEMENT w ! eTa yrL,, "�f� MAX MAX f t REQUIRED IN 4:#0' 4s� ♦ . W V :�/'I t " ! ! "" i1L�'.i:f� FRONT IREAR.18OTTOM ! ' Q'�l' ENI? ♦ f f'i �iTe • o ° 44 :ff 11G�ICi� *ALL wALL SLAB w i '*Ti '� • w 1-0 W6.13w) :2.4 at!') 160 mAtb') 130 90(W) # 9- � C' AS r°e 1.0 WAS.5`3 3.5 fnit2'1 zoo nw a,) 200 is') 1.33' .237' . . Z10 t%(713 I.11 WAS'') t'Sd wows*) 150 WA*6*1 .. 2,4 m(r) 3,S wtr) zoo m ie -I too ar AS-) •Z-40 42 '7 41.6 w414') t.2 fW4') 150 N-Wfi`) 150 MWA&-) • I R' ...E i 75, N . 4.04` if D36 Q.56' 0:80' 1:84'' �:2Z' (3.201 4:31i' S:(J4' 2.4 enlMt' 1 i °5t) w,enCO') iIOO rIS') i 4,0 Ie+tl�k')' "J,5 wyli2') *06 mm(fll 256 PP4101 N P '1089' 12 1422 -600 I.2 m(49 130 MW61 ISO R0046•) � ,�� (} _30' E 1.19' .. 1.�4' a Z:GI r 3.ti3` ', 4_, 7 +74 6.tlp' r l.6 646*1 154 nw e'll 2116 .WAI(a•i 0 a 2.4 netA') 2di) a+fAGO) 900 nwaial /, r t)`r 340 antt4') god mitfb') 250- a+ntli0'I 3;5 a1rtl2'1 zoo :onmtlM•I . 2S0 innr(i(I") T /'! 0 r FO R:w > 4 m( II'). V a 3;51 vr0r) tall 8 > 1.2 v44*1 SEE PROJECT PLANS AMERICAN PUBLIC WORKS ASSOCIATION -:SOUTHERN CALIFORNIA CHAPTER STAN AARDr PL N PROMO -*Am arm .CURB OPENING CATCH BASiN METRIC 340 .2 W")06 USE WITH,STANDAM iFRA"11IONS FOlitPLIBUC Women CONSTRucm0N SR ET I OF 2 TIl� M-- k�1 SEC C� BARS A �f BARS 'AMERICAN PUBLIC llliif RKS ASSOCIATION -SOUTHERN cALatFORNIa CHAPTER. . �resrT JUNCTION STRUCTURE - PIPETO PIPE INLET STAMDRD APIAN . iib t 60D.Mm 2 " OR OD > 112 MAIN LINE TD :381 - 2 Rlv:Nati; SHEET 1 OF 2 USE WITH STANDARD SPI=FtCAll0N3 FOR PUBLiC WORKS CONS 1RUCTION: J 140312! I. WHERE T14E BASIN IS TO BE CON ISTRUCTED WI111 THIN THE LiItIITS OF EXISTING OR PROPOSED SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK. THE T'4P SLAB, OF THE BASIN MAY .Bi1R POURED EITMER MONDLITMIC WITM THE SII?EWALI(:OIR SEPARATELY USIWG THE 3AIIIE CLASS N P o 1 HMC LLY f� i St wA OF CONCRETE A IN THE 6A.SiN': v11F1E POURED MAON L "T A E LK SHA IE3E TE $ E C� LL PROVIDED WITH A : Ifl=QPLAN OR:A 2S nmtt':Ii i€P S4W UT CQFT NUAI3MY AROJib THE EXTERNAL PERIMETER OF THE .CATCH BASIN WALLS. INCLUDIING:aCROSSTE FULL WIDTH OF THESIDEWALK.SURFAtE Of ALL EXPOSED Q#CiE`E SHALL CONFORM IN SLOPE. OA3 . GOL7t. FINISH, AtQ SQAR1NG T'O EXISTING 0IR PROPOSEDOSE) GUFiB AND WALK ADJACENT TO THE BASIN: 2 ALL CU:RvtD Cdik ETE S:URFAGES SHALL 8E F'ORt1E0 BY CURVED FORMS. AND SHALL NOT BE SHAPED BY PLASTERING. S. FLOOR OF .SASIN ItHALL k GIVEN A STE=EL TROMIII:L nklisN AMit3 SRA,LL BATE A LOkGITUDINAL AND LATEiALSLOPE OF I=i2 MINIMUMAND I:3 MAXIMUM, EXCEST WEIE THE GUTTER GRAIDE. EXCEEDS 6 PERCENT. IN WHICH CASE THE.'LdwesITIIDIN/IAL SLOPE Of THE FLOOR SHALL. BE THE SAME AS THE GUTTER. GLADE. SLOPIE FLOOR ;FROM ALL. DIRECTIONS. TO THE OUTLET.: �1. FfIIwIEI+ISI+bNS€ a B 970rrArnt3 -2 b s I A Y THE DIFFERENCE..IMI A TW I4 H _ TQ C)F T11 CURB AN THE 1N F` E...._ ELEVATION CII�I BE Elr T E E U B t3 E VERT b THE CATCH BASIN AT THE OUTLET 1,35 i*4,5''), V THE IFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE :INVERT AT T'HE UPSTREAMI END OF THE BASIN. AND. SH4LL ISE DETERM NiED BY THE IREOUIREMAENTS,. OF NOTE 3. BUT SMALL NOT IRE LESS Y14AN CURB FACE PLUS 300 mrml2.11, vi THE owi ERENcE CN EitvA-ri©N BETWEEN THIS TOP OF THE CURB AND 7XIE INVERT OF THE INLET„ NOTED *N TME IPROJ-EGT FLANS. N. N0156 ON THIS PR{)JEGT PLANS. W NOTED ON 'THE PROJECT PLANS, A = TME ANGL£. IN DEGREES, INTERCEPTEDay THE, CENTERLINE :OF TH£ CONNECTOR PiPIE AND THE CATCH (BASIN WAIL TO WVHiCH THE CONNECTOR PIPE IS ATTAC:HEB: S. PLACE CONNECTOR PIPES" .AS INDICATED ,04 THE PROJECT. PLANS. UNLESS' OT11EItwISE SrsEC:I- 6.T P H N INTERFERES $ !s S 5 ALL:. BE Lt)CATEp AS SHOWN. IF THE CbN ECTCiI4 PIPE t TER EKES N11TH THE STEP'S. THEY SMALL. BE LOCATED AT TWE CENTERLINE OF THE DOWiNSTREAMA END WALL. STRESS SI IA.LL 3. BE SPACED 16 Est AL2*) APART. T1HE TOP STEP SHALL SE 175 tnrr+(7 1 BELOW THE TOP` TO THE MAId40LE "D PROJECT 165nar42_I/2').. ALL OTHER STEPS SMALL PROJECT 130 enm(5'I, 7, DOWELS ARE (REQUIRED AT MACH GARNCR AND, /AT 2 lr( ): G'i'l CENTER (MAXIMUM) ALONG THE BACKWALL. IT. THE F6LLCIMINC 3T'AlO"D PLANS ARE 1PiCt3ilPOl<tATEiT HEREIN 308 MONOLtTHIC CATCH BASIN CONNECTION 309 CATCH QASIIN REINFORCEMENT' 310 CATCH BASIN FACE= PLATE ASSEMBLY AND PROTECTION BAR 3t2 CATCH BASIN MAiIHOLE FRAME' AND' COVER 635 STEEL STEP 636 POLYPROPYLENE PLA3'1'IG STEP B. I3IMIENSIOMS .SHOWN ON THIS FLAN FOR METRIC ANO MOLISH UNITS ARE NOIr EXACT tLOU1A€, VALUES. IF IiiETRIG VALUES AftE LUSED. ALL VALUES U5ED OlR +C 14STRUCTiON SHALL, BE METRIC VALUES. EXCEPT WEINFDRCING BAitS SIZES INV ENGLISH UmlTS MAY BE SUBSTITUTE() FIOR METRIC .BAR S[ZES, IF ENGLISH II:N TS..AAE USE10. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS, AMEMG M PUIBLlC i V0RKS AE ROCIAT1t7�A1- SOUTHERN CALWORNiA CHAPTER STRD, PIAN21: CURB OPENING CATCH ]BASIN 300 - Sfi�ET 2 � 2 NOT 1_1 THIS JUNCTIOQN: STl`+'IIttURE S:HALL. BE US -E[) WHEN THE OUTSIDE DIAMETER OF THE LATERAL IS GREATER THAN..1/2 THE INSIDE. DIAMETER D3 OF: THE MAIN LINE:: OR `WHEN' THE :INSIDE DIAMETER B OF THE.LATERAL 1S. GREATEN THAN 600 rim (24'). 5 SHALL. NUT EXCEED .75 AOR 975 rnrn [3911.. 2: IF THEMAIN LINE IS A REINFORCED mONOLITHIC ARCH STORM. DRAIN;. .. . 1) SHALL REFER TO THE CLEAR SPAN OF. THE, ;ARCH... REINFORCING STEEL. SHALL BE CUT. AND BENT INTO THE JUNCTION STRUCTURC EIV THE .SAME MAN14ER AS FOR A PIPE. jA CONCRETE CRADLE -AS NOT RE0Uf.RED FO,R :A REINFORCED MONOLITHIC ARCH(. 3. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE NTERSECTION OF CENTER LIKES OF MAIN LINE ANE) LATERAL. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR CATCK BAS114 Co"E ,TOR PI0rS APPLY AT THE INTERSECTION OF THE INSIDE WALL .OF THE MAIN LL.INE 4WITH THE. CONNECTOR' RIPE. CENTER LINE. 4. VALUES FOR A, 8, C AND 0 SHALL. BE SHOWN ON THE PROJECT DRAWING S: ELEVATION R AND IELIEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER MUTT= 5. .5_ o- FLEvAT` _ONS. R AND 5 NEED NOT BE SHOWN ON THE pIROJECT .DRAWiNGS IF THE INLET PiPE IS TO :ENTER' THE MAIN LINE RADIALLY b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAW I NGS ONLY IF A STUB IS To BE PROVIDED IN THE MAIN LINE FOR FUTURE. :CONNECTION ter= . AN INLET PIPE_ c. ELEVATION S SHALL BE SHOWN (QUI THE PROJECT DRAWINGS IF Aid INLET PIPE IS TO ENTER THE MAIN LINE OTHER THAN IRADtALLY., INLET P.1PE. SHALT. BE LAID ON A STRAIGHT GRADE* FROM:ELEVATION S TO THE CATCH .BASIN O.R.:GRADE BREAK IN LINE. 6_ THE INLET PIPE SHALL ENTER THE MAID LINE RADIALLY UNLESS OTHERWISE INL)ICATEtX. :THE tiNLET PIPE MAY ENTER TIHI` MAIN LINE `OTHER THAN RADIALLY iF.ANGLE. A 1S GREATER THAN 45'.. B IS LESS THAN OR EQUAL TO 600 rnm I2't1'I AND THE OUTSIDE DIAMETER OF' THE INLET PIPE= IS LESS THAN.. .'S Q- OTHEFIWISE., STANDARD PLAN 34£3 SHALL BE USED. 7. Na MOR, E. TIH 1)!V b;t+lE ©15EtJiI+iG .SHALL SE MADE I;N ANY C�RtESECTION.OF ;F'lP£, 8. THE OPENING.fOW THE 151REAAKOUT SHALL SE RECTANGULAR AND CUT NORMAL TO THE PIPE SURFACE wiTHOUT aAMAGtNG THE REINFORCING STEEL, THE TRANS VER.S«E RE NrORCEMENT OF THE,,MAIN, LINE SHALL .SE CUT AT THE CENTER QP THE OPENING AND BENT INTO THE TOP AND `BOTTOM SL:AHS OF THE SPUR. THE MAIN LINE SHALL I3EREINI ORCEQ WITH A CONCRETE CRADLE. AND ENCASEMENT (AS APPLICASLE ), A CONCRETE ENCASEMENT. IS REOLIIRED IF A. JOINT IN THE MAIN, LIvE FALLS .T..H£ .LI ITS OF 'THE CRADLE. THE CONCRETE ENCASEMENT, SHALL :EXTEND 306 mrn (12')A8OVE THE TUP OF T.HE MAIN LINE AND TO THE LIMITS or THE CRADLE:. IF CONNECTING TO Air€; EX1S:rING ST,0RM DRAIN: PORTION OF £FtAi7LE OP'PDS:ITE MAY BE OMI TTED, 10_, REiNFORCiN'G STEEL: SHALL CONFORM TO ASTM A 6I5M. GRADE. 300, (ASTM ,A 1.1.5;. F N . T :.SURFACE=S_ GRADE 4(}). AND BE PLACE[? �}C3 rnrrii :(I I/2'�; CLI�i4R .ROM Cid CRE E UNLESS CtT#HERWiSE SHOWN F BARS SHALL BE CARRIED TO A-POiNT NOTLESS., THAN JDISTANCE FROM CENTER LINE WITH J=7D�'I2 + 150:: mra II, FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE .Of THE i,SPUR. 12. DIMENS'fONS SHOWN ON THIS PLAIN FOR METRIC .AND ENGLISH UNITS ARE NOT EXACT .EOU.AL VALUES: IF METRIC VALUES ARE USED ALL VALUES USED FOR CONSTRUCTION SMALL BE METRIC VALUES, EXCEPT REiNFORCING BARS S:17ES IN ENGLISH UNITS MAY :E SUBS I. TES FOR MET RIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL:VALUES USEDFOR COINSTRUCTID SHALL BE {-GUSH UNITS .. xu. CASE A FL Q_ LINE PROF,IL.E SCA ' E , I 350 maw (61 25 rnrlr F1"1 .u�.. #Low Lim 115n,rim M') , �SOUTHERN CALIFOFtIA CHAPTER AMERICAIN PUBL11C WORKS ASSOCIATION:- �resrT OXL[EPRESSIONI ARDPLM. STANDARD woma srm BASIS EIRlC .Pvowc . 31:3-11. �f1.�0` 12; . a x Ree. tisNrl: Siir;ET t Of A (ISE HATH STANIUM SPE-ICIFICAI ONS FOit PUBLIC WOM M C0N8T MI 'Y= 2, 2 5w( 2 )� L=LENGTH OF TAPER WSMAXIMUM OFFSET DISTANCE X -DISTANCE ALONG BASE: CINE Y - OFFSET FROM BASE LINE hI OTES: X: V W -- TH TAKR USE Tii£ FORMULA 2.25. T t T N FOR, C+ OF PE ILO -TES - TO TERMI�IE OFFSE Q S A C: F LEN I. QE E, THE PORTION B•C' I A L FOR THE PORTIONS AB AND C'.t! WHICH JIBE PARABOLIC CURVES. E OR ORI S TANGENT. WHEN. THE BASE UNE IS CURVED. :THE OFFSETS ARE ` APPLIED TO THE CURVED BASE :LINE: AND H'C' IS NO LONGER A TANGENT, DIMENSIONS SHOWN ON THIS PLAN FOR METRIC ANO' ENGLISH UNITS ARE NOT EXACTLY. EOUAL VALUES. IF METRIC UNITS ARE USEI'M, : ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC, VALUES:. iF ENCUS1i UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTON SHALL BE ENGLISH VALUES. AMERICAN PUBLIC 1NORM SASSOCIATION -SOUTHERN CALIFORNIA CHAPTER GRAINNOW��. fw. Wo. 100 MEDIAN TAPER STikiIGl)R#i I'IAt4 '"' SFIEET:f CO 1' UBE VMI M ST'ANINM SPSCrCATIOM FM PUN=111K)M COrMMUCTIBti 7. �f1.�0` 12; . a x 21:0 22:5 24,0' 27:0 30.0 c"rr. }� fHIM 2 f w ♦ 5.0' 64 4 ! i 8Q' :BASE. LIaJ.E • W = ' f is e •! a:f mm PARABOLiC FLARE w T . /o • a• MAI �l' , • ♦! t ►+ u�1 .1'� ` i!F! ' ! 1'��1'�d:'*�.Mst • f / 1 1.1019 VA110 ROM 06 It4oll W MAMMUM OFFSET DISTANCEX 2 IF STATION OF RAOIIIS POINT 15 NDT Y = W4 } GIVEN ON PLAN, TANGENT DISTANCE X. = DISTANCE ALONG BASE LINE L f ♦ f ��@ 2-W T tvi4Y:8E.:IG,NOR>=b t /fta 11� ♦ i1w+++mss !I I k RAl31l�S QEF NOSE �� � li!lEi1Tie3 !' OFFSET Y, mmWA :g �sa>x so 1 5 ao ��� 9t,CI R /'♦'1o f a . 0:80 1;25' iTf'a f p�i1GG a • �f . ��/ 11L'�t Y 30:i1 °• f ' 613 12i3 1 � 4 48(1 .808 J 1 t7 w ! eTa yrL,, "�f� ° 4� r� : !'i �•t..� t�a!� Ni7��uli'.ei.N• 4:#0' 4s� ♦ . ' f°! ! ! �'�!���� ��� :�/'I t " ! ! "" i1L�'.i:f� iii • f A ! ' Q'�l' "Po ♦ f f'i �iTe • o ° 44 :ff 11G�ICi� ll� I =,�1'AM 11�1'11fLL2C�1►, 'Tf '*Ti '� • w ', a • 1 ♦`a4 �♦*eTe AS r°e ♦ e;f'♦ 1.33' .237' . . .. 8 . tLI7 1.6 � •Z-40 42 '7 f • f 1, if i 75, N . 4.04` if hI OTES: X: V W -- TH TAKR USE Tii£ FORMULA 2.25. T t T N FOR, C+ OF PE ILO -TES - TO TERMI�IE OFFSE Q S A C: F LEN I. QE E, THE PORTION B•C' I A L FOR THE PORTIONS AB AND C'.t! WHICH JIBE PARABOLIC CURVES. E OR ORI S TANGENT. WHEN. THE BASE UNE IS CURVED. :THE OFFSETS ARE ` APPLIED TO THE CURVED BASE :LINE: AND H'C' IS NO LONGER A TANGENT, DIMENSIONS SHOWN ON THIS PLAN FOR METRIC ANO' ENGLISH UNITS ARE NOT EXACTLY. EOUAL VALUES. IF METRIC UNITS ARE USEI'M, : ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC, VALUES:. iF ENCUS1i UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTON SHALL BE ENGLISH VALUES. AMERICAN PUBLIC 1NORM SASSOCIATION -SOUTHERN CALIFORNIA CHAPTER GRAINNOW��. fw. Wo. 100 MEDIAN TAPER STikiIGl)R#i I'IAt4 '"' SFIEET:f CO 1' UBE VMI M ST'ANINM SPSCrCATIOM FM PUN=111K)M COrMMUCTIBti . I, ALL EXPOSED, 1fPQSEI7; .EDGES :S+iAll. BE ftf3UN10Et7 TO A IS mttt tH:ALF' iNCH1 RAnIiJB: 2., THE CURB FACE ATP iNT O 5 Ati: A D D SHALL BE THE NORMAL CURB. FACE OF THE :1t131ACiNT i:.URI3:. THE C $ A LIR f CEQ AT l' INTS iJN A Q C:SHALL BE, T t7" HE. N iTI+4AL 1r"13 FAGS DF THE, ACI1ACEtVT CtsRS; PLUSH tSEE APPLICABLE CATCH BASIN STANDARD :3., IN EXIST -IM -0A STREETS -WRERE NO PAVlEK4EN7 R£MODEUN 'G Is INDICATED,7HC ELEVATtM OF THE, OUT R EDGE OFTHE,LOCAL CEP3E35t@N SHALL MEET THE* . FINISHED SH >:p ST12EE'i' SURFACE., FACIE.. :4; IN NEW STREETS, 09 iN EXiSTiING STREETS .WHERE PAVEMENT REMODELING IS INDICATED - THE, ELEVATIONS Of POINT S F AMD G SHALL BE SET H= HtGItEIt THAN THE . GUTTED FLOW. LINE ELEVATIONS AT POINTS. 0 is A AND D,'IiESpEtTEVELY.. THE. AI_ t) I;LE :ATA S F PI3 T PAN V I INS NQ R SHALL BE SET, H2 H1 AHE2 THAN THE GUTTER FLOW LII!LE tLEVATIONS AT PQIiNTS B AND:C, RESPECTIVELY. THE ELEVATION OF POINT S. SHALL BE SET ff2 HIGHER THAN THE ELEVATION ,AT THE NEAREST GUTTER FLOW LIME. W41ERE THCRE : S O T I N GLt `ER ADJACENT 0 H Tt N T T E Logia D Pit L E IrSSit)N. THE ELEVATION .OF Pfl€NT E SHALL BE SET H3 HIGHER THAN THE ELEVATIoN AT THE NEAREST TOE flF CURS. � . 41MENSIDNS� . H _ NOTED ON THE PROJECT PLANS, H1 = NOTEti t1N .THE. PROJECT PLANS. H;x NOTED ON :THE PROJECT PLAiVS. H3- NOTED CN THE PRdJEc- PLANS G 604 ream Q Feet) (S Feet) L = 1.B rn o Feet) m (4 Feet) W 115 M (5 feet) Wp CATCH :BASIN W FOR ONE CATdA BASIN OR DIgTANCE BET'r1+1'EII N EXTIREME . END: WALLS FOR MUTIPLE CATCH BASINS, THE THICKNESS of THE LOCAL,i�:It RE�SI4N SHALE BEZOO mm t'S :INCHES), 6: DIME14SIONS SHOWN .ON THIS PLAN FOR METRIC ANO ENGLISH .;UNITS .ARI= VOT EXACTLY :EQUAL VALUES. IF I,AE7R1C UNITS, ARE IJSEt1AL.I. VALUE'S USED FOR CONSTRUCTION SMALL BE METRIC VALli ES E?tt:EP 'i iR>r I Ci NF4 R Nd BAR: SIZES IN !"NGLISFI UNITS MAYBE SUBSTiTLITEQ I?t)Ft MET1�tC BAR SiZI S. IF i NGUSH UNITS ARE USED,..ALL VALUES .USED: FOR .CONSTRUCTION .SHALL BE ENGLISH VALUES. RECORD DOCUMENT ZL xm- L 3.0. La >r 6.0 7. �f1.�0` 12; . a x 21:0 22:5 24,0' 27:0 30.0 c"rr. � 15: 2 25' w 5.0' 64 Tfl. m 8Q' :BASE. LIaJ.E W = 9 { 1500- . PARABOLiC FLARE w T ANGENT o w , 4.8p' t.&1'3;20a00`tzo��u�o�a1 L _ LENGTH OF FLARE W MAMMUM OFFSET DISTANCEX 2 IF STATION OF RAOIIIS POINT 15 NDT Y = W4 } GIVEN ON PLAN, TANGENT DISTANCE X. = DISTANCE ALONG BASE LINE L Y = OFFSE7 FROMBASE LINE 2-W T tvi4Y:8E.:IG,NOR>=b T _ TAN4E-NVT LENGTH TAN 6 = 2.5t1' .�3.6Q. R - RAl31l�S QEF NOSE tfI.00 0. _ MAX`IMUM FLARE DEFLECTION ANGLE T = R TAF( OFFSET Y, mmWA :g �sa>x so 1 5 ao ��� 9t,CI 1� .2U U.45' 0:80 1;25' 1.13 3:�0` 4,t><5' R. $:U4' 30:i1 3I70IJ 30 613 12i3 1 � 4 48(1 .808 J 1 t7 147 t 2 iC10 ' Y ` (4:10') , t);23 4:#0' 4s� 0;90 f -so 2.a3, a.a0' 3.�0 � • ' .go �.iG3' s:�Ia' e.�o' 14: = t, I 5 9 44 10Q i�8 ,T1 AS 3 1.33' .237' 3,130 8 . tLI7 1.6 � •Z-40 42 '7 960 30 75, 5' 4.04` 0>24' D36 Q.56' 0:80' 1:84'' �:2Z' (3.201 4:31i' S:(J4' _ .18� '1089' 12 1422 -600 9l}' 6' � 0:47` 0-1�r'- (} _30' 0 1.19' .. 1.�4' Z:GI r 3.ti3` ', 4_, 7 +74 6.tlp' DWENSiONS SHOWM ON THIS PLAN FOR MIETRI . D ENGLISH UNITS, ARE NOT EXACTLY G AN E G U - N ECA E QUAL VALUES.. IF METRIC UNITS USED, ALL VALUES USED FDR CONSTRUCTiON SHALL 8E METRIC: .ARE VALUES. IF ENGLISH UNITS ARE •USED, lALL VALUES USED FOR CONSTRUCTION SHALL BE ENCLISH VALUES. .ERIC ..:P. A , ,. -LOtri - SOUTHERN _ R AM AN UBL1G INIDRI[S SSO�IAT FIN CAtI!~f�RNW CHAPTE STANiX[ItD PUiN MEDIAN FLARE GfIEENB001( 04MMITTEE �M[+� 141 lam � wlTw szaMMu�nlspfal�icAnoNs w� alrBua warr�cs coMST>�ucTr4r+ SHEET I OF These Record Documents have been prepare based on information provided by others. Th Design Professional has not of verified the accuracy and/or completeness of this information and shall xm- L, m Yit,<mm 3.0. .4: 6.0 7. �f1.�0` 12; . '3:5 P45] 15; 1 ;0 j 21:0 22:5 24,0' 27:0 30.0 t0 � 15: 2 25' 30'. 44' . 5.0' 64 Tfl. 75' 8Q' 94' W = 240 �a0 964 1500- . 1'10..R 4.8p' t.&1'3;20a00`tzo��u�o�a1 O:dO' C0.96) 1.64' 2.5t1' .�3.6Q. 6.40'..(3;14' tfI.00 :g �sa>x so 1 5 ao ��� 9t,CI 1� .2U U.45' 0:80 1;25' 1.13 3:�0` 4,t><5' R. $:U4' 30:i1 3I70IJ 30 613 12i3 1 � 4 48(1 .808 J 1 t7 147 t 2 iC10 ' Y ` (4:10') , t);23 4:#0' 4s� 0;90 f -so 2.a3, a.a0' 3.�0 � • ' .go �.iG3' s:�Ia' e.�o' 14: = t, I 5 9 44 10Q i�8 ,T1 AS 3 1.33' .237' 3,130 8 . tLI7 1.6 � •Z-40 42 '7 960 30 75, 5' 4.04` 0>24' D36 Q.56' 0:80' 1:84'' �:2Z' (3.201 4:31i' S:(J4' _ .18� '1089' 12 1422 -600 9l}' 6' � 0:47` 0-1�r'- (} _30' 0 1.19' .. 1.�4' Z:GI r 3.ti3` ', 4_, 7 +74 6.tlp' These Record Documents have been prepare based on information provided by others. Th Design Professional has not of verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omission which may be incorporated herein as a result DAT', .. Filename: M:\DWG\12704\BEECH\BEECH-4.dwg p41V 3`f(n3