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Home My WebLink About3693-4ctAna,t.u� � � � r Soo men INLET INLET P g,, CI (14" a TYPE 2 TYPE 1. !I w°��r 13 6a 00004 --r- FLAK SEC NOTT a 600 mrn AL SECTION A INLET TYPE 2BAR I I« 250 m 16 WSW i. SECTION 'a .waft e H I J8 INLET TYPE 1 DETAIL OF ANCHOR CU" FACE _I. 3 mm CURS FACE ANCHOR [ 1 IFL POINT M POINT N POINT P POINT 0--� A PLAN 3060 rnem (10r) S 3000 own (10') TC GRADE LINE AS s Z SHOwry ON PROFILE Tap Ot CURS TOP or Cu" r •L POINT P POINT 0 POINT M POLNT N PROFILE ��rEo STEEL ��. wb FOR S x..150 mm (XI AND LEST► USE 2 1 m AWxAS. 011# visr, USE 3 ANtXK 1 (r) SAMM 302 /-SEE NOTE s I� Fdt S 1200 mm (48') AND LESS, -� ' . •,, • , �'� B = 2S men iT) 200 1 enr» USE 8441d.512-1/Y�.xJ/� (ate GA VW1EQ STEEL A1401.E. TIER To orrum%, B a 100 mm (4'1 use "ImIa? � N0 SECTION A �- A (3-1/3'iril/Z) O&VANZED STEEL ANME ram s 130 mm J BARS ARE POM (131ow 41 420 mm . (/3 0 12") MAX OC m J s � t� SECTION B --B $ rrm+ J BAR. S?AC mm 1 STAND L" RI 454 Darl .240(71 244 71 600 (241 24001 750 30 USI WITH 31ANCARO SPSCIFICATION3 FOR PUBWWORK3 CONSTRUCTION 900081 .24001 24000) 105wo 4 f 4200 18001 1350 (541 22S4-1 1500001 18001 16 66 184 4' 1800 0 120(3-1/21 UIN 1 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHARTER Pltoet± C AnO sv T>�E > �w ss PARKWAY DRAINCA STAND L" RI COL"11"Tu _ _ _ .: AT CATCH BASINS -C 151 1 REV., SHEET t Of 2 USI WITH 31ANCARO SPSCIFICATION3 FOR PUBWWORK3 CONSTRUCTION EL 23 (III SECTION- fLOW UNE: SECTION C -C AMERI -CAN RK ION - S ERN CALIFORNIAPUBLIC WORKS' ASSOCIATION OUT N CHAPTER PRO"OAftO W "INS . . _ _ - LOCA DEPRESSIONS srANraA�� w,AN �,woR"srMI��.. STT _ _ _ .: AT CATCH BASINS M�Tt�lc 313.1 RE1f 1994, - SHE Of 4 _. EX I ... _ . _... _ _ ... _ .. _....... use WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 4 Ajtl�j J NOTES t: FLOOR OF BOX SHALL BE TROIM.ED SMOOTH. 2. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/M. INLET TYPE 1 BEGINS AT THE TOE RATHER THAN AT THE Rt& UNE. 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 mm (24') OR MORE FROM THE R/W LINE; HOWEVER, THE PIPE SHALL EXTEND TO THE R/W LINE IN ANY EVENT.. 4. TOP OF INLET STRUCTURE (TYPE 1 & 2) SHALL BE FLUSH 1MTH ADJACENT SURFACE WHERE PRACTICAL. 3. A HEADED STEEL STUD 16 mm x 180 mm WITH A 23 mm HEAD (5/8" x Q-3/8% 1" HEAD) ATTACHED BY A FULL PENETRATION BUTT WELD MAY BE USED AS AN ALTERNATE ANCHOR. 6. NORMAL CURB FACE AT POINT M AND Q. CURB FACE IS B ♦ 125 mm (S'). AT POINT N AND P. 7. THE 75 mm (3") LEG OF THE 16 mm . (5/8') DIA ANCHORS SHALL BE PARALLEL TO THE TOP OF SIDEWALK. 8. SLOPE = 2.OX 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 CONSTRUCTION SHALL BE ENGLISH VALUES. HOWEVER, ASTM 615 REINFORCING STEEL MAY BE SUBSTITUTED FOR ASTM 615M STEEL. AMERICAN PUBLIC WORKS ASSOCIATION - 4UTHERN CALIFORNIA CHAPTER sT�P1;w+ - PARKWAY DRAM 151-1 SHEtI:'t Z Of :... MI;N.HS?l.E QR fRAfwi OR ¢FtAIwo to - 4000 1<ij�'� J CURO _ •'•� RACE fi H Sid 50 MANNo1.11:OLE FRAME -ANO GRAnNC .SEC Z L AT CATCH BASINS. O CAL DEPRESSIONS 11 • :" ' YAILE'i SECTION i.. -E . AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER COUNTY OF SAN PtAJi sty o 13 � L AT CATCH BASINS. O CAL DEPRESSIONS -- _ 20F2: . Ttaty 11 • :" ' YAILE'i SECTION i.. -E . AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER COUNTY OF SAN PtAJi sty o 13 � L AT CATCH BASINS. O CAL DEPRESSIONS A COUNTY JURISDICTION ONLY APPROVED: TOLL FREE 1-800--227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE CHIEF, TRANSPORATIOtV DESIGN DIYISi DATE F a PLA N f�CN !!!L,14,0211 Mir00 ITYPJ ttow CtnM 4 C"41 r1K URtt I.lt'tIE FA 9 ANUMV ITER! _ = tiblma (M ,OPE X. w Tee1+tIIlECTOR Pti+E C�tI:OTt4M SECTION A- 8;• _= s DOWEL DETAIL `.:OPT14AId4 $UBGA/10!( AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PRClautC►sEO ft r1ft STANt1ARt3 PlAtd WOW SrAWA" M CUR OPENING CTS BASIN GREREV- IVA 300-2 p►80G)C � _ USE WITH STANDARD $PECIf1CATiQl113. FOR PU81,14 WOt#KS COPISTRUCT10ti SHEET t Or I IFORNIA CHAPTER CALIFORNIA P WORKS. AL AMERICAN UBLIC ASSOC[AASSOCIATION SOUTHERN sTA rtcuRo _ _ D P t __ ATC B -AS I 31 LO CAL QRS ONS AT C H -- _ 20F2: . SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING -- _ 20F2: THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. N TU r {; WHERE THE BASIN 13 TO 8fi CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED S!D!?WALii OR I$ CONTIGUOUS T4 SUCH SIDEWALK, THE TOP SLAB 4F THE BASIN MAY BE POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY U$INt3 THE SAME CLASS OF CONCRETE AS IN THE. BASIN. WHEN POURED MONOLITHICALLY, fHE SIDEWALK SHALL E PROVIDED WITH A WEAKENED PLANE ORA 28 enrn(i•Y•D DirEF SAWCUT' CONTINUOUSLY AROUNSD. TNff EXTERNAL_ PERIMETER: OF THlt CATCH BASIN WALLS, INCLUOlN43 ACROSS THE. RULE WIDTH OR THI: 310EWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORh! IN SLOPE GRADE, .COLOR. FINISH. AND SCORING TO EXISTING; OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN. 2. .ALL CURVED CONCRETE. SURFACES SHALL DEFORMED 8Y CURVED FQRMS. AN0 SHALL. NOT BE SHAPED BY PLA9TERINO. 3. Ft.00R Of BASIN SHALL 8L GLYEPC A $TEFL. TROWEL FINISH AND SMALk. HAVE A LONGITUDINAL AND LATERAL SLQPE OF t=12 MINIMUM ANQ 133 MAxIMEXCEPT WHERE THE GUTTER GRADE EXCEEDS 8 PERCENT. IN WHICH CASE THE LONGITUOINU% SLOPE Of THE FLOOR SHALL Bg THE SAID AS THE GUTTER GRADE. SCOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. 4. 0t MENS t ONS= 8 w 970 mml3• -2•) Y _THE DIFFERENCE. IM ELEVATION BETWEEN THE TOP OR THE CURB AND THE INVERT Of THE CATCH BASINAT THE OUTLET a 1.35 m(4.51) VU2 THE DIFFERENCE IN ELEVATION BETWEEN THE TOP Of THE CURB AND THE INVERT AT THE UPSTAEAN ND 4F THE BASIN AND SHALL. BE DETERMINE4 ISY THE REf�UtREMENT3 OR NOTE. 3. 13U SHALL NOT BE USS THAN CURS. FACE PLUS 30d rnm(126). V-1 a THE DIFFERENCE IN ELEVATION BETWEEN' THE TOP OR THE CURB AND THE INVERT OF THE INk,ET, NOTED ON THE PROJECT PLANS. H w NOTED ON THE PROJECT PLANS. VIF a NOTED ON THE PROJECT PLANS. A :THE ANGLE,: IN DEGREES, INTERCEPTED .81E THE CENTERLINE 4R THE CONNECTOR. PIPE AND THIS CATCH BASIN WALL T4 WHICH THE CONNECTOR: PIPE 19 ATTACHED. S. PLACE CONNECTOR PIPES; A9. INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE 3PIEC1+ FIELD. THE CONNECTOR- PIPE SHALL BE LOCATED AT THE DOWNSTREAM END- OF THE BASIN. WHERE THE- CONNECTOR PIPE. IS SHOWIi AT A CORNER.. THE CENTERLIN!* OR THE PIPE. SHALL. INTERSECT THE INSIDE CORNER OF THE' BASIN: THIS PIP£ MAY BE CUT AND TRIMMED AT A SKEIN NI;CESBAAY T4 INSURE MINIMUTA-$t1 nxnt3'} PIPE EEDMENT, AI.L ARO ND. WITHIN THE CATCH BASIN WALT:. AND TS r►><nt3'� RADIUS OR ROU IN4 OF ST UCTUR� CONGRETff. ALL AROUND. ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL 8E USED TO JOIN THE CONNECTOR PIPE TO, THE CATCH BASIN WHENEVER ANGLE 'A' IS LESS THAN 70 DEGREES OR GREATER THAN 110 DEt:REE3, OR WHENEVER THE CONNECTOR PIPE 13 LOCATED IN A CORNER. THE OPTIONAL UgE OF A MONOLITH C CATCH 8A IN CONNECTION IN ANY ASE 19 PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAV 8E CONSTRUCTED TO AK01� CUT- TING STANDARD LEN(iTHg Of PtPtl:. 8,. STEPS SHALL BE LOCATED- AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS, THEY SHALL 13E LOCATED AT 7HE CEMTEAL.INIE OF THE. DOWNSTREAM ENO WALL. STEPS SHALL 8E SPACED 300 mm(120) APART. THE TOP STEP: SHALL BE 173 men(T•) BELOW THE TOP 7Q THE MANHOLE AND PROJECT 65 mm{2-1/2.). AL1, OTHER STEPS SHALL PROJECT 130 mm(S•}.. 7. DOWELS ARE REQUIRED AT EACH CORNEA AND AT 2: m1?') ON CENTER (MAXIMUM) ALONG THE BACKWALL. Si. THE FOLLOWING STANDARD, PLANS ARE lNCORPQRATEDHEREIN$ 343 MONOLITHIC CATCH BASIN CONIECTION 309 CATCH 13A31N REINFORCEMENT 310: CATCH BASIN FALL PLATE ASSEMBLY AND PROTECTION BAR 312 CATCH BASIN MANHOLE tFRAME AND COVER -638 STEEL STEP 63$ POLYPROPYLENE PLASTIC STEP g. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EOUAE. VALUES. If METRIC VALUES ARE USED. ALL.. YALUt>r3 tJ3L0 FOR CONSTRUCTION SHALL 8E METRIC YALUES, EXCEPT REINFORCING HAR3 912E3 IN ENGLISH UNITS MAY 8E SUBSTITUTEDFOR METRIC BAR SIZES.. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR. CONSTRUCTION $HALL.. BE ENGLISH UNITS. AMERICAN PUBLIC WORKS A380E[AT - SOUTHERN CALIFORNIA CHAPTER STANCAROPLAN T^ Q 300-2 CURB ®PINING CATH BASIN SHEET NOTE: 1. ALL RJlP03f:D EDGES SHALL BE ROUNDED TOA 13 mm (HAIR INCH) RADIUS. 2. THE CURB RACE AT POINTS.A. AND D SHALL BE THE NORMAL CURB FACE Of THE ADJACENT CURB. THE CURB. FACE AT POINTS. B AND C SHALL BE THE NORMAL CURS FACE Of THE ADJACENT CURB PLUS H (SEE APPLICABLE .CATCH BASIN- STANDARD ?!AN}. - - : - 3. IN EXISTING STREETS WHERE- N0 PAVEMENT REMODEI;INA IS INDICATED, -THE ELEVATION OR THE OUTER EDGE Of THE LOCAL DEPRESSION SHALL. MEET THE FINISHED STREET SURFACE. 4: IN, .NEW STREETSR OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INpLCATED: THE ELEVATIONS. Of POINTS. f AND. G SHALL. BE SET Ifs HIGHER THAN THL GUTTER FLOW: LING ELEVATIONS AT .POINTS. A AND 0, RESPECTIVELY. THE ELEVATIONS Of POINTS P AND R SHALL.: BESET HI HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS 8 AND C, RESPECTIVELY.` THE ELEVATION OF ,POINT 3 SHALL .61: SET. 142 HI_GHER THAN .THS ELEVATION AT .THE NEAREST GUTTER FLOW LINE. -WHERE THERE 13`Na. 'GUTIER ADJACENT TO THE LOCAL !)EPRESSIQN, THE ELEVATION Of POINT.. I SHALL BE SET 143 HIGHER THAN THE. ELEVATION: AT THE NEAREST TOE Oa= CURB, ... 6. OIMENSIONSs _ - H 3 'NOTED ON THE PROJECT PLANS. H1 sNOTED ON THE PR0IECT PLANS. _ H2 - NOTED ON THE PRQ.IECT PIANS. Hs �• . NOTED ON THE PROJECT PLAN, _ Q s 600 mm (2 Feet)...:.:.:..: _ L � 1.8 m (6 Feet) M - 1.2 m (4, Feet) N s 1.5 m t3' Feet) 1Np �• CATCH BASIN YV FOR ONE CATCH BASIN OR DISTANCE BETWEEN. EXTREME END, WALLg . FOR MUTIPLE CATCH. BASINS. THE THICKNESS OF THE LOCAL l3EPRE33ION SHALL BE 200 mm {8 INCHES} - 8. 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 TOR ...METRIC BAR 31aE.3. IF EGLISH ARE... USED Alt:_ VALUES. USED FORSHALL ENGLISH UNITS_ CONSTRUCTION.. BE VALUES . ... . . ..... OF 20F2: AMEBIC PUBLIC AN WORKS CALIFORNIA CHAP TER STAN ASSOCIATION SOUTHERN awzot� _ 313 tV�TITIG - - 1 1,.+�3 DEPRESSIONS AT SAL CATCH BASINS_' t: ASI 4 4 PLANS PREPARED BY: Q�pE ,SS/py a q� WILL -DAN �� 13191 Crossroads Parkway North, Suite 405 �� 2 �' Industry, CA 91746-3497 DRAWN 8Y: a (562) 908--6200 RG/BM W � No. C042866 � � d3_31_� UNDER THE SUPERVISION OF: DESIGNED BY: SCB f19� CI V I�- CHECKED BY: of cA`\� KENNETH UUV_fNA RCE 42866 DATE AC CITY OF FONTANA, CALIFORNIA__7 N APWA STA _1e7 // AP VED 8Y• L CITY ENGINEER SCALE: D PLANS N/A DATE: 01/14/05 • DRAWING NO.: q,. 3693 DAT 7 PLANS PREPARED BY: Q�pE ,SS/py a q� WILL -DAN �� 13191 Crossroads Parkway North, Suite 405 �� 2 �' Industry, CA 91746-3497 DRAWN 8Y: a (562) 908--6200 RG/BM W � No. C042866 � � d3_31_� UNDER THE SUPERVISION OF: DESIGNED BY: SCB f19� CI V I�- CHECKED BY: of cA`\� KENNETH UUV_fNA RCE 42866 DATE AC CITY OF FONTANA, CALIFORNIA__7 N APWA STA _1e7 // AP VED 8Y• L CITY ENGINEER SCALE: D PLANS N/A DATE: 01/14/05 • DRAWING NO.: q,. 3693 DAT 7