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Home My WebLink About3111-9Cv CD Cv 0 C\i _. rn c L d Q C O E RECTANGULAR HINGE CODEC AT E EINLET FRAME AMU TOP Of FRAME E 3 500 mm _ p o: z INLET COVER PER PIPE PER ox 2 TYPE 1 sro. PLAN ,�ROVEMFNT TYPE 4 15 OR GRADING �~ am E SEE NOTE 8 E 600 mm I I 1 ✓ SECTION i A I/w INLET TYPE 2 T- -- ----�- w.SEEs NOTF 250 m o I :L . I o o •`. 16 mm (10") i 5 mm I I F I SECTION. IMN 160 m gC / N E34_ I I g. INLET TYPE 1 � I 1 DETAIL OF ANCHOR I I I {_ '75 mm CURB FACE CURE FACE 1 ANCHOR I n 3") - - POINT M POINT N POINT P POINT rJ 3000 mm (10') 1 S 300() mm (10') TC GRADE LiNE AS 5/2 SHOWN ON PROFILE I TOP CF CURB TOP OF CURB v ' FT_ -POINT P POINT Q POiNT M POINT N PROFILE GALVANIZED STEEL SIDEWALK ANGLE � FINISH mm J BAR SPACNG mm 300 12- 240 (7 ) 450 18 240 7' , 600 24 240 7 750 30" 240 Y' 900 36' 240 71 1050 42 210 6" 1200 48 180 5'�_ 1350 54' 225 (6-1/2') 1504 60 180 5' 1650 56- 180 4• 18D0 72'' 120 FOR S = 750 mm (30") AND LESS, USE 2 100 mm m ANCHORS, OTHERWISE, USE 3 ANCHORS. {d') ,BATTER 3;12 -SEE NOTE B I� 10. FOR S = 1200 mm (48') AND LESS, ti 9 = 75 mm (3') 200 mm 150 mm j "SIE 84),51x9.5 (2-I/2'x2"x3/8") {e`) 6") it GALVANIZED STEEL ANGLE. GUTTER TO CTHERASE, B = 100 ;rtm {4'). USE 8%7602.7 moaNG SECTION A - A (3-i j2'z3"xt Jt) GALVANIZED MT. ANGLE. E S t5q mm J BARS ARE #IOU (43). 16 mm 5Elm 0 420 mm (k3 a ,z) MAX ac m�y J BARS E -� I a SFCTiON 93 - AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC SHEET 2 OF 2 P + STANDARD PLAN - PROMULGATED BY THE_ j�� METRIC PUBLIC WORSTARDARDS INC- KS GREE N800K COMMITTEE 7 A A *'�� {.fkAlIN r y - 15 Ili 1993 REV1996 450 Oma 418')- 229 #m (9') SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES 1. FLOOR OF BOX SHALL BE TROWLED SMOOTH. 2. iF THE TOE OF SLOPE 15 ALLOWED WITHIN THE R/W, INLET TYPE 1 BEGINS AT THE TOE RATHER THAN AT THE R/W LINE, 3. FOR OPEN DITCH (TYPE 2), THE 600 mm (24") EXTENSION BEYOND THE R/W LINE iS. NOT ,REQUIRED WHEN BACK .OF WALK IS 600 rrirn (24") CR MORE FROM THE R/W LiNE; HOWEVER, THE PIPE SHALL EXTEND TO THE R/W LINE IN ANY EVENT. 4. ' TOP CF INLET STRUCTURE tTYPE 1 '& 2) SHALL BE FLUSH WITH ADJACENT SURFACE WHERE PRACTICAL, 5. A HEADED STEEL STUD 16 mm x 160 mm WITH A 25 mm HEAD (5/8" x 6-3/8" 1" HEAD) ATTACHED BY A FULL PENETRATION BUTT WELD MAY BE USED AS AN ALTERNATE ANCHOR, NORMAL:- CURB .FACE AT POINT M AND ^ Q. CURB FACE IS 9 + 125 -rnm (5") AT POINT N AND P. 7. THE 75 mm (3") LEG OF THE 16 mm (5/8") DIA ANCHORS SHALL BE PARALLE TO- THE' TCP OF SIDEWALK. 8. SLOPE = 2.0%. 9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF ENGLISH UNITS ARE USED, ALL VALUES .USED FOR CONSTRUCTiQN SMALL BE ENGLISH VALUES. HOWEVER, ASTM 515 REINFORCING STEEL MAY BE SUBSTITUTED FOR ASTM 615M STEEL. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC SHEET 2 OF 2 P + PARKWAY DRAIN D L T 300 mm 021 300 rnm.ti2') 400, mm (4.1 450 mm (181 300 mm (12'1 125 mm (54 600 mm (24') 300 mm (12') 150 mm (6'1 750 mm (30.1 450 mm {I8'} 175 mm 171 900 mm (36'1 450 mm (18.1 225 mm (91 105 .am 142' 450 Oma 418')- 229 #m (9') 1200 mm (48' 450 mm 08.1 250 mm 001 1425 mm (571 450 mm (18') 250 mm (101 MO mm 160'525 mm 121'1 75 mm (ir) 1650 mm (66' 525 mm (2P) 275 mm (11") 4800 9NI1 (72' 6" imn .1241 3091 sm 442` .4i1E�i1CAN(��Ala&0ASSOC4AT40N- *WERNC14L NA�A#A %R PROMULGATED BY THE CONCRETE COLLAR FOR RCP STANDARD PLAN METRIC PUBLICWORKS STANDARDS INC., GREENBOOK COMMITTEE KC .... �%�� ■�/y� �I % uyw�■�•at'■A'� ��w��■ )��y� % 3w 1!!!1 •.. . 12" � TNROU GN - IMIG X7 m 7 2" ��n - . "�(j� iW2. REV 1996SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 32 XZ = v CURB OPENING 6 CATCH` BASIN (S) �3z5 I I I B CURB t CURB POINT A� 4n �t _. ' ' `-POINT B POINT C y POINT D GUTTER JI �- �.-- Sri R,r GFrA ��C� r POINT EL Ll- w POINT F i1Y PLAN - N V L- y, ," -DIREC'T'ION OF FLOW � zU N_ _._._ _- K D 1 1T-'POttQT 18 L POINT' C 1 `--POINT A FLOW LINE PROFILE CASE A w N IND -- tir v :r - - - -� =ii CURB OP€NIN6_ E w © CATCH BASiN (S) �.yi F 10 -01 I 1 CURBS POINT A POINT R POINT C- /' 5j POINT-E� w _POINT F W U �R \-POINT G Q ! �- -DIRECTION OF FLOW C 0 L NZ C? L y -POINT D \--PLCVV LINE -N -C -. CURB - PU011 D B � cuTrER I W 4 0 �C ti -POINT G -K DIRECTION OF FLOW PLAN ter -DIRECTION OF FLOW 20 o� J -N t VrD _. L IN Z IU fV �-POINT D POINT A -POINT B POINT C FLOW LINE PROFILE FLOW LINE CASE B 25mttl {1'1 150 mm (b') 25 mm ('1 150 mm (G') 25 mm1 R') --M,G,OR VAR.- t} 450 mm, - - - (1, 5') 50 MITI � VAR. - f (2") I{ i CURB . `? VALLEY RIDG � • VALLEY - Er FACE + H J e - - Wl5-• v. 4 " .ly• J� I o SECTION A -A SECTION B -B SECTION C -C *111110"CAN PLMLIC WORKS AS ;0C9CTR3Nt - SOUl'I'iERN CALW-ORNIA CHAPTER PROMULGATED BY THE PU6L1C WORKS STANDARDS INC..T .. f.AEBNAOOI(l)OAMMTTEE . LOCAL DEPRESSIONS w .. -7ir7[A ��C STANDARD PLAN METRIC 1 3 1 X11 600 mm (24') TO 750 mm (30') 3 823 mm (33') TO 1425 mm (57') REV. 1996 SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION LOCAL 15M 0 300 mm(•4*12') - FACE PLATE ASSEMBLY NOTES l im BEACH WAY - ---- rl STTREET. QEp s- J 5 mm0/4')R f -, cr 1m 1 j \SION SURFACE -1 4- A .0044CRETE 'COLLAR 1S REQUIRED- WHERE THE CF4AWSE IN -GRADE -- ! 14 EXCEEDS 10 PERCENT. I -- �• INT EE DETAIL B. SHEET I) Sa°)q mI- �SLPE 2. FOR CURVE JOINTS (S { I FLOW LINE 75 mm IF THE EXTREME ENDS Of THE PIPE LEAVE A CLEAR SPACE FACE THAT 1S GREATER THAN 25 mm (I'), BUT IS LESS THAN 75 mm((3') PLATE--- f DOWEL Ell { A CONCRETE COVER IS REOUIRED IN ACCORDANCE WITH SUBSECTION { bj E _ 3Q6 -'I.2, 4 -Of 7Hf SS90C. SCORING n1 t1' w + y IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE j I LINE- f CURB LINE -I I I t� u THAT IS EQUAL TO OR GREATER THAN 75 mm (3'), BUT LESS THAN 2 EXTRA 15M(•4) STEPS u I ON 2 5)CES OF I50- eta {S.'). A. CONCRETE COLLA !S REQIJIJ�E1]. 1F THE CLEAR 1 � MANHOLE FRAME , � � 14' mm SPACE IS 1510 mm (6'l OR GREATER, A TRANSITION STRUCTURE AND COVER (a-)AI1N. mm IS REQUIRED. E I �32.0}MAx, t3 CATCH BASIN �-T� _ 3. CONCRETE COLLAR- SHALL 'NO BE- USED- FOR' A SiZE CtiA�JGE ON � MANHOLE FRAME THE MAIN LINE_ { AND COVER---- ! o.N � - - s of I I t 4, CONNECTOR PiPES A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A [ ° �T �- I ONNECTCXR PIPE CONCRETE COLLAR, L AND T SHALL BE THOSE OF THE LARGER a �oPTIONAL SUBGRADE 0R MONOLITHIC PIPE. D=D1 OR D2. WHICHEVER IS GREATER. I a-------�- -- z� 1 - CATCH TION E'v I IN g CONNECTION B: *"F_N, (31 IS E100AL TO -OR- LESS-T+1At4 'Qt .-310-it4- INVERTS AND { �' � WHEN DI IS GREATER THAN D2, JOIN SOFFITS. R THAN 1800 mm (72") SPECIAL COLLAR DETAILS { 3 A !I' STEPS SECTION A -A { 5. FOR PIPE LARGER j - �w� Mk E REOUIRED. { i k "')-3 as u _ 100 mm 200 mm(8'.)_ _-- 6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. j 1 t4')R 7. REINFORCE40ENT SHALL CONFORM T(3 ASTtA A, 615 fA (A 515) GRADEt( 300(40). $. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR m tVN I 71ES SHALL BE D+t2X WALL 1-HICK14ESSI + T. DOWEL ITYP,a 9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER 1S � � DOWEL DETAIL I GREATER THAN 525 mm (21') AND ON ALL PIPES WHERE THE SPACES PLAN e - BETWEEN THE EXTREME OUTER ENDS IS 75 mm (3') OR LARGER. STRUCTURAL DATA I CIRCULAR TIES: PIPE DIAMETER N0. OF CIRCULAR -TIES - 525 mm (21') OR LESS 3 600 mm (24') TO 750 mm (30') 3 823 mm (33') TO 1425 mm (57') 4 1500 mm (6 I') TO 1800 mm (72') 5 WALL AND SLAB DIMENSIONS AND REINFORCEMENT REOUIR.EMENTS RE iNFORCEMENT MAX MAX 1 IF REQUIRED IN w V FRONT REAR BOTTOM END WALL WALL SLAB WAL.. k NOTE: 1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (HALF INCH) RADIUS. 2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADIACENT CURB. THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB PLUS H (SEE• APPLICABLE CATCH BASIN STANDARD PLAN). 3, IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE. 4, IN NEW STREETS, OR iN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED: THE ELEVATIONS OF POINTS F AND G SHALL BE SET HI HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS A AND D,. RESPECTIVELY. THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS B AND C, RESPECTIVELY, THE ELEVATION OF POINT S SHALL BE 'SET IH2 HIGHER' THAN" THE ELEVATION AT THE NEAREST GUTTER FLOW LINE. WHERE THERE IS NO GUTIEIR ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT E SHALL BE SET 143 HiGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURS. 1 5. DIMENSIONS: H: = -NOTED ON THE PROJECT PLANS. HI = NOTED ON THE PROJECT PLANS. H2 = NOTED ON THE PROJECT PLANS. H� - NOTED ON THE PROJECT PLANS. G = 600 mm (2 Feet) I( = 1.5 m (5 feet) L = 1.8 m (6 Feet) M = 1.2 m (4 Feet) N = 1.5 m (5 Feet) WE = CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS fOR tAUTIPLE CATCH BASINS. THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm (8 INCHES). 6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES, if METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNiTS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. �NiA@ft�G�l �� iAf(�iti(fi �SSt��AT�i�I - SC3UT�iERN �►L�t3RJ�A �APT�JR 74D0 sTANr3ARo PLAN METRIC �� 3 - CHFFT a OF a WHERE 'THE SPACE 'BETWEEN PIPE END'S EXCEEDS 75 mm -13') - TIHE NOTE !.0 m(3.5'I 2.4 m(S') t5o mm(W) )5o mm(b•) !. WHERE: THE £3A51iJ IS 'i"0 BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR 1S CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN POURED ETHER MONOLITHIC WITH THE SIDEWALK OR .SEPARATELY. USING THE SAME CLASS o m(3.5 7 3.S m(12) 24D mm(8') 20o mm(B ) PROVIDED WITH A WEAKENED PLANE 4R A 25 mmil') DEEP SANICUT CONTINUOUSLY AROUND I i THE: EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH APPROXIMATE SPACING OF 150 mm (6') O.C. I OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL. CONFORM 1N SLOPE, GRAt"I.E. z.o m(7') Ls 5.061) Iso BASIN. 10. WHERE: THE PIPE iS 525 mm (21') OR LESS IN DIAMETER AN INTERIOR I I SHAPED BY PLASTERING, FEE, rnrn(8) 20 3.5 m(i2) ZOO mm(6') 2oO mm(B'J 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL "'ROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF !-,.�Ir MINIMUM AND (=3 MAXIMUM. EXCEPT WHERE THE GUTTER GRADE FORM OF UNSEALED SONO -TUBE OR EQUAL SHALL BE USED TO EXCEEDS &PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE T+4E SA1r1:= AS THE GUTTER GRA(]E, SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. { r;4 BAR 4. DIMENSIONS: 8 = 970 mtxe(3'-2') PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE I 17 = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF CO m()4') 1 1.2 mt4') 150 mm(6') 1;50 mm(s') YD = THE DIFFERENCE 1N ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT Al" I .LEFT -IN PLACE .(SEE. lJETAIL. A). --*MEN, THE PIPE IS 600 v (.24.•1 OF AIs3TE 3. BUT SHALL NO'I BE LESS THAN CURES FACE PLUS 300 mm(IZ'). 12.4 m((1°) S0 mints") 20o mm(8°) @ 12" J.C, ffP I THE INLET, NOTED ON THE PROJECT PLANS. OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE 1i = NOTED ON THE PROJECT PLANS. W W NOTED ON THE PROJECT PLANS. TYPICAL A= THE ANGLE, IN DEGREES, INTERCEPTED BY THE CEN FEI�i.1NE OF THE CONNECTOR PIPE I AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE 1S ATTACHED. INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND 5. PLACE CONNECTOR PiPES AS INDICATED ON THF PROJECT PLANS, UNLESS OTHERWISE SPECT- # 4.8 m(14') 3.3 m(12•) lob mm(el 250 mm(Io') 4 1 WHERE THE C9NNFCTOR PIPE IS SHOWN AT A CORNER. THE CENTERLINE OF THE RIPE SHALL NEATLY POINTED. 1 SKEW NECESSARY TO INSURE MINIMUM 80 t»rr,(3') PiPE EMBEC)MENT, ALL AROU1+tD, WiTHfN I.2 m€4') 50 mm16') 150 mm16') t ALL ARGUND, ADJACENT TO PIPE ENDS. A MflNOLiTH1G CATCH BASIN CONNECTION SHALL BE ; 11. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UMTS i I I za^ j 1.B m(s'y 150 mints°I 2oO mm(B ) r I5 PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT- i ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL f 111 G• STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS, I THEY SHALL BE LOCATED AT THE CENTERLINE (5F THE DOWNSTREAM END WALL. STEPS SHALL BE SPACED 300 mm(12") APART. THE TOP STEP SHALL BE 175 mm(7") BELOW TH£ TOP TO THE VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT i ?. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7") ON CENTER (MAXIMUM) ALONG THE 1 N 2.4 m(81) 200 mm(B') 200 mm(B•) CS, THE FOLLOWING STANDAR(? PLANE ARE iNCQRPORATED HEREIN= REINFORCiNG $AR S17ES TN'EML1SH 'UNITS- MA -Y - BE STJBSTiZUTED FO`R 1 309 CATCH BASIN REINFORCEMENT T 3 iO CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR I I 312 CATCH BASIN MANHOLE FRAME AND COVER METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED 636 POLYPROPYLENE PLASTIC STEP I, _ m()0`) 200 mm(B') 25o mm€i 0') ' I VALUES. IF METRIC VALUES /1F?'E USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE FOR CONSTRUCTION SHALL BE ENGLISH UNITS. FOR METRIC BAR SIZES. 1F ENGLISH UNITS ARE USirL1. ALL VALUES t.)5ED FOR Cf)N57RUGT10N 15.5 m(12'I 20CI mm{8'! 250 mm(IO`I AMERICAN PUBLIC VV(7I2KSASS(3CIAT10N -SOUTHERN CALIFORNIA CI-IAPT1rR sTANaARC PLAN 300-2 FOR W > 9 m(28'), V > 3.5 m()2') OR B r 1.2 m(4') SEE PROJECT PLANS SHEET 2oF2 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER i AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN _. ' Tf COLLAil fOR RCP METRIC � 80 - 2 PROMULGATED UY THE PLLBUC YwYJR1C5 STt.tiDARDS SNI.. � � RB OPENING CATCH BASIN STANDARD PLAN 1 METRIC 3 As GREENSOpKCORiMWTTEE 300 - 300 mm 12" THROUGH 1800 mm 72" SHEET 2 OF 2 R ORAW�NG 7 USE'WITH STANDARD SF'ECiFI+wAT1fIN5 f#)R PUBLIC WORKS CONSTRUCTION SHEET (OF 2 L NOTE: 1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (HALF INCH) RADIUS. 2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADIACENT CURB. THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB PLUS H (SEE• APPLICABLE CATCH BASIN STANDARD PLAN). 3, IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE. 4, IN NEW STREETS, OR iN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED: THE ELEVATIONS OF POINTS F AND G SHALL BE SET HI HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS A AND D,. RESPECTIVELY. THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS B AND C, RESPECTIVELY, THE ELEVATION OF POINT S SHALL BE 'SET IH2 HIGHER' THAN" THE ELEVATION AT THE NEAREST GUTTER FLOW LINE. WHERE THERE IS NO GUTIEIR ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT E SHALL BE SET 143 HiGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURS. 1 5. DIMENSIONS: H: = -NOTED ON THE PROJECT PLANS. HI = NOTED ON THE PROJECT PLANS. H2 = NOTED ON THE PROJECT PLANS. H� - NOTED ON THE PROJECT PLANS. G = 600 mm (2 Feet) I( = 1.5 m (5 feet) L = 1.8 m (6 Feet) M = 1.2 m (4 Feet) N = 1.5 m (5 Feet) WE = CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS fOR tAUTIPLE CATCH BASINS. THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm (8 INCHES). 6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES, if METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNiTS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH VALUES. �NiA@ft�G�l �� iAf(�iti(fi �SSt��AT�i�I - SC3UT�iERN �►L�t3RJ�A �APT�JR 74D0 sTANr3ARo PLAN METRIC �� 3 - CHFFT a OF a LOCAL DEPRESSIONS AT CATCH BASINS CONCFEE � INS• a,�T�� CURB OPENING CATCH BAST 42 ,�,.pdate:4f29,o2 40 �TH►�N�S ENG' 2007STO9.dwg REV. REVISION DESCRIPTION DATE ENGR. CITY DATE _ ?IFESS�I' .L�//imn/.�, CITY. OF. FONTANA,.. CALIFORNIA I •LAND SURVEY)'NG ��A� CML ENG/NEER/NG � I=NGG tr(/iQ[o3 ZD. 1.4 ® 16800 VALLEY AVENUE IMPROVEMENT PLANS BASIS OF BEARINGS: BENCH -MARK: 0 r RECORD DFLAWINC� 13Y TIiIENES N/A OF THE REQUIRED IMPROVEMENTS NOT �L C.4L/FORNL4 90638 STREET SHOULD CONSTRUCTION LA M/R4Qq, . APPROVAL®;�1ctr/>fX,7r-.ra11 4�-i/�3 4' COMMENCE 1i111T1-�1i�1`T�Vf3 YEARS flf.T}{E• {TATE OF DRAWN BY: SCALE: VERT.1 - Ft3NTANA B.M.. 181 o .. RT HORIZ. 1• = ao' -THE BEARINGS SHOWN HEREON ARE CITY "DF- SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, Prepared Under The Supervision Of �T DAZE: BASED ON THE CENTERLINE OF RAILROAD SPIKE IN EASTERLY TO * Na a�2� DESII�tED BY: _ETIWANDA AVENUE. BEING FACE OF POWER. POLE NO.. 674320.E DEAL WD WORKING THE ciT�r ENGINEER MAY REQUIRE REitIStONS TO THE LANs (In Exp. 3-31-D4 � CR 4/30/02 PARCEL MAP AT THE NORTHWEST CORNER OF DAYS BEFORE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �' . N 00'29'30"E AS PER BEFORE "I", Cl1lDnte : y2 3� OZ C44ECJfED BY. .APP -J3Y: DRt4iMNG t10.: � N0. 5125 P.M.B. 48/51. JURUPA AVENUE AND MULBERRY AVENUE Y 0 U DIG YOU DIG STANDARDS IN EFFECT. ' .L TOLL FREE 1-800-22 NOTE !. WHERE: THE £3A51iJ IS 'i"0 BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR 1S CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE POURED ETHER MONOLITHIC WITH THE SIDEWALK OR .SEPARATELY. USING THE SAME CLASS OF CONCRETE AS IN THE BASIN. WHEN POURED MONCILiTiITCALLY, THE SIDEWALK SHALL BE l PROVIDED WITH A WEAKENED PLANE 4R A 25 mmil') DEEP SANICUT CONTINUOUSLY AROUND I i THE: EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH I OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL. CONFORM 1N SLOPE, GRAt"I.E. COLOR, FINISH, ANI? SCORING TO EXISTING OR PROPOSED CUFs13 AND WALK ADJACENT T(7 THE BASIN. 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY Ct1RVECD, Fi}RMS, AND SHALL NOT BE I I SHAPED BY PLASTERING, 1 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL "'ROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF !-,.�Ir MINIMUM AND (=3 MAXIMUM. EXCEPT WHERE THE GUTTER GRADE g EXCEEDS &PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE T+4E SA1r1:= AS THE GUTTER GRA(]E, SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. { 4. DIMENSIONS: 8 = 970 mtxe(3'-2') I 17 = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF I THE CATCH BASIN Al" TWE OUTLET = 1.35 m(4.5`). YD = THE DIFFERENCE 1N ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT Al" I THE UPSTREAM ENE? OF THE BASIN, AND SHALL BE DETERMINED BY THE RE:(}UIREMENTS OF AIs3TE 3. BUT SHALL NO'I BE LESS THAN CURES FACE PLUS 300 mm(IZ'). f Vi - THE: DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE (INNER? OF I THE INLET, NOTED ON THE PROJECT PLANS. 1i = NOTED ON THE PROJECT PLANS. W W NOTED ON THE PROJECT PLANS. A= THE ANGLE, IN DEGREES, INTERCEPTED BY THE CEN FEI�i.1NE OF THE CONNECTOR PIPE I AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE 1S ATTACHED. Ii 5. PLACE CONNECTOR PiPES AS INDICATED ON THF PROJECT PLANS, UNLESS OTHERWISE SPECT- # F1ED. THE. CONNECTOR PIPE SHALL BE LOCATED AT THE OOWNSTREAA4 END OF THE BASIN. 1 WHERE THE C9NNFCTOR PIPE IS SHOWN AT A CORNER. THE CENTERLINE OF THE RIPE SHALL INTERSECT THE: INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A 1 SKEW NECESSARY TO INSURE MINIMUM 80 t»rr,(3') PiPE EMBEC)MENT, ALL AROU1+tD, WiTHfN THE CATCH 8ASi1•« WALL. AND '75 mm(3') RADIUS OF ROUNDING OF STRUCTURE CONCRETE. ALL ARGUND, ADJACENT TO PIPE ENDS. A MflNOLiTH1G CATCH BASIN CONNECTION SHALL BE ; USED TO JOIN THE CONNECTOR PIPE TO THE. CATCH BASIN WHENEVER ANGLE 'A' IS LESS THAN i 70 DEGREES OR GREATER THAN i10 DEGREES. OR WHENEVER THE CQNNECTCIR PIPE 1S LOCATED 1N A CORNER. THE.. OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE r I5 PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT- i ! TiNis STANDARD LENGTHS OF PIPE. f 111 G• STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS, I THEY SHALL BE LOCATED AT THE CENTERLINE (5F THE DOWNSTREAM END WALL. STEPS SHALL BE SPACED 300 mm(12") APART. THE TOP STEP SHALL BE 175 mm(7") BELOW TH£ TOP TO THE i MANHOLE AND PROJECT 65 mm(2-11'2'). ALL EITHER STEPS SHALL PROJECT t30 mm(:5')- i ?. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7") ON CENTER (MAXIMUM) ALONG THE f BACKWALL. CS, THE FOLLOWING STANDAR(? PLANE ARE iNCQRPORATED HEREIN= 308 MONOLITHIC CATCH BASIN CONNECTION 1 309 CATCH BASIN REINFORCEMENT 3 iO CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR I 312 CATCH BASIN MANHOLE FRAME AND COVER { 631 STEEL. STEP 636 POLYPROPYLENE PLASTIC STEP I, S. DIMENSIONS SHOWN ON THIS P'=LAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL I VALUES. IF METRIC VALUES /1F?'E USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BARS SIZES IN ENCL)'SFi UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. 1F ENGLISH UNITS ARE USirL1. ALL VALUES t.)5ED FOR Cf)N57RUGT10N SHALL BE ENGLISH UNITS. i AMERICAN PUBLIC VV(7I2KSASS(3CIAT10N -SOUTHERN CALIFORNIA CI-IAPT1rR sTANaARC PLAN 300-2 CURS OPENING CATCH. BASIN SHEET 2oF2 7-2600 OF C ALS HAIDOOK I. H AN RCE NO. 43293 HIA ELEV. = 918.40 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CITY ENGINEER R.C.E. 51152 DATE: