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HomeMy WebLinkAbout2782-4ftAlt . - U�M e cvm FRSE + r • 1" A ENCM Y: MRY FA i FLM Um R SUALR LINE _s'a 2 ExTR = "+' , 1 o" 2 SIDES vv ; GIM LMR � # A 3-! Swa 1 MANAft COM1�E FIi oOwtiL 1T11RI r CI.EM • . 1 A110 t:'rElt r MANMOt2 E;�IiAMt I 1 � AND CQYll3 .`_ I • ' > —•t I •3- � 1 . ' w • ! / ,- MO. A sups Li �* � - oorOr voh�o TT "Ic CATCH •11SIM OPTIONAL 0000M OM CONNECTION cam. ,NIItrT tTTR/ SECTION A -A t� AMtIlICAN !I!leM WOWS AE9MIATIMI — sOUTiIRM C CHAPTER rIATM ootrwla I CURB CATCH BASIN 300-t a Bags 4 d wEll NDt a VSE MRN STAilamm sm4woCATrON3 FOR "mm w "CONStA110c"m 1. VOW" THE a"" a TO etE COW 1 WOUL VW MIM TME LiM! 1 OF EXfS 11 OR PWWO-SEED► SIDEWALK OR 18 CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLA13 OF THE BASIN MAY BE POUREO► EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USINC3 THE SAME CLASS OF CONCRETE AS iN THE BASIN. WHEN POURED MONOLITHICALLY. THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE OR A 1 -INCH DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE. GRADE, COLOR, FI ASK AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN. IL ALL CURVED CONCRETE SURFACES SMALL BE FORMED BY CURVED FOli ^ AND 04ALL IMOT N SHAPED BY PLASTERIN& & FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM. EXCEPT WHERE THE (GUTTER GRADE EXCEEDS 0 PERCENT. IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE A6 THE (GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. A DIMENSIONS: 8 - 3 FEET 2 IIM0M Y - THE DIFFERENCE Of eLEVATIONM BE I WEE!1 TW TOP OF TINE CURS AND THE INVERT OF THE CATCH BASIN AT THE OUTLET - 4.5 FEET. Vr• .THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURIN AND THE INVERT AT THE UPSTREAM END OF THE BASIN. AND SHALL BE DETERMINED BY THE REOUIREMENTS OF NOTE 3, BUT SHALL NOT BE LESS THAN CURB FACE PLUS 12 INCHES. Yi . THE DIFFERENCE IN ELEVATION BETWMN THE TOP OF THE CtURV AND T!W INVERT OF THE INLET. NOTED ON THE PROJECT PLANS. N = NOTED ON THE Pi10JECT PLANS. W - NOTED ON THE PROJECT PLANS. A • THE ANGLE. IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE iS ATTACHED. A PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECIFIED. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE CONNECTOR PIPE iS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL INTERSECT THE INSIDE CORNER OF THE BASiN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO INSURE MINIMUM 3 -INCH PIPE EMBEDMENT, ALL AROUND. WITHIN THE CATCH BASIN WALL, AND 3 -INCH RADIUS OF ROUNOING OF STRUCTURE CONCRETE, ALL AROUND. ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOiN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE "A" IS LESS THAN 70 DEGREES OR (GREATER THAN 110 DEGREES, OR WHENEVER THE CONNECTOR PiPE IS LOCATED IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE 18 PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUTTING STANDARD LENGTHS OF Pre. A STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WiTH THE STEPS, THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM ENO WALL. STEPS SHALL BE SPACED 12 INCHES APART, THE TOP STEP SHALL BE 7 INCHES BELOW THE TOP TO THE MANHOLE AND PROJECT 2-1/2 INCHES. ALL OTHER STEPS SHALL PROJECT 5 INCHES. 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 7 FEET ON CENTER (MAX" ALONG THE BACKWALL. A THE FOLLOWING STANDARD PLANG ARE M100!'IP'OAATOD H011NM: 300 MOINOLRHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION am 312 CATCH BASIN MANHOLE AND OOYER 635 STEEL STEP SM POLYPROPYLENE PLASTIC STEP NNW M8 ANlOCIATION — CAUPOMIA CHAlfiER wTAl�A1l• OPENINGS CATCH BASIN 3004 Sll1�tT: ol<: 2 Ilmow OPE"m an it -7' \N •• \ ` E SAft•2 ASM • •• ' �\ 2 80.011t aplmm • • � ' `\ A sA •» i � t t� � A N,. 1 Ma � N• PLAN CORNER GONNEGT'lOi�1 • SAM- It PAMM • y . s• a / A aw ' i ` • A 3IDE CONNECTION_ i AMRAICAN PIIlL1C wOiM�i AMOCM7'!ON — lOVTlNINI CAI. NIA CNAP�A N � MO IC CATCH BASIN 3 mum SfNAOM M0�0lCATIOIA !'011 NMC f101M1! OONOTINICIIQII 1a' MOW STt'�IIC TIMtA�. DATA • ! c o" • t c at EIS* 41 4r saft m SAlls tAl1i 1• 4 es S' 21 S bl 0141 s3 s �� t ss ro • 3! h 10 72• 11• VW • SIIEMftw THAM 7=" SK 1. REINFORCMKG STEEL SHALL eE 1-1n INCHEa CLEAR FROM FACE Of COtrClIET'E LiNLm OTHER• WISE SFIOW'N. !. REINFORCIINO S'T'EEL POR INSIDE FACE OF CATCH BASIN SHxtt 8E CUT At CENTER OF OPff*0 AND BENT INTO WALLS OF MONOLITHIC CATCH BASIN CONNECTION. REINFORCIIIK3 '3TF.EL FOR OUTSIDE FACE OF CATCH BASIN SHALL BE CUT 2 INCHES CLEAR OF OPENIlO. 3. CONNECTION SHALL BE PLACED MONOLITHIC WITH CATCH 11I181N. THE ROUNDED EDGE OF OUTLET SHALL BE CONSTRUCTED BY PLACING CONCRETE WITH THE SAME CLAM OF roOliCllETE AS TFN CATCH BASIN AGAINST A CURVED FORM WITH A RAOiU$ OF 3 INCHES. A. CONNECTIONS SHALL BE CONSTRUCTED WHEN: TAI PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASNi. (a ANGLE A FOR PIPES THROUGH 30 INCHES IN DIAMETER IS LESG TMAM 70 DEQREE: OA f3RFM1'!'Eii TaAN 140 & A�iR1�Ail Pildi.{C 1NORKS AssOC{ATIOM — sOtITHERN CAt.WOIMMA &MONOlwff OTE11 �iww�liN►� FtIC CATCH BASIN Ca►�iNNCT10N 1 UNDERGRvAUw REVISIONS SERVICE ALERT Cd Td Free I-800-227-2600 Two rrork•mq days before you dq (MARK Mtit 'LATt ANtMN.Y TOP SLA! AtNIf01lCEM[ea Gem DAW MAM 0 DAN " tt•E Mlrll •ANII •TAII•A� 1► M > "'' ;,,j ``•� •.All• s AAM i x � • SAM f TpL) t 5M AND EM WAIL STEEL Iwuc, a Bags 4 d #4010" a 0 #4@S' 12 10 115 (c? tr FOR v> 121 SEE PROJECT PLANS 2' X t' OiIMiACJIA MAT .T •. , ,� . 'rir' DEEP q - Pllo�tct RMI 1. REINFORCMKG STEEL SHALL eE 1-1n INCHEa CLEAR FROM FACE Of COtrClIET'E LiNLm OTHER• WISE SFIOW'N. !. REINFORCIINO S'T'EEL POR INSIDE FACE OF CATCH BASIN SHxtt 8E CUT At CENTER OF OPff*0 AND BENT INTO WALLS OF MONOLITHIC CATCH BASIN CONNECTION. REINFORCIIIK3 '3TF.EL FOR OUTSIDE FACE OF CATCH BASIN SHALL BE CUT 2 INCHES CLEAR OF OPENIlO. 3. CONNECTION SHALL BE PLACED MONOLITHIC WITH CATCH 11I181N. THE ROUNDED EDGE OF OUTLET SHALL BE CONSTRUCTED BY PLACING CONCRETE WITH THE SAME CLAM OF roOliCllETE AS TFN CATCH BASIN AGAINST A CURVED FORM WITH A RAOiU$ OF 3 INCHES. A. CONNECTIONS SHALL BE CONSTRUCTED WHEN: TAI PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASNi. (a ANGLE A FOR PIPES THROUGH 30 INCHES IN DIAMETER IS LESG TMAM 70 DEQREE: OA f3RFM1'!'Eii TaAN 140 & A�iR1�Ail Pildi.{C 1NORKS AssOC{ATIOM — sOtITHERN CAt.WOIMMA &MONOlwff OTE11 �iww�liN►� FtIC CATCH BASIN Ca►�iNNCT10N 1 UNDERGRvAUw REVISIONS SERVICE ALERT Cd Td Free I-800-227-2600 Two rrork•mq days before you dq (MARK Mtit 'LATt ANtMN.Y TOP SLA! AtNIf01lCEM[ea Gem DAW MAM 0 DAN " tt•E Mlrll •ANII •TAII•A� 1► M > "'' ;,,j ``•� •.All• s AAM i x � • SAM f TpL) t 5M AND EM WAIL STEEL Iwuc, a Bags 4 d #4010" a 0 #4@S' 12 10 115 (c? tr FOR v> 121 SEE PROJECT PLANS i AMIM{`.AN PIMILIC WOl1KS AEfOC{AT14N — lOVT10!!11 CAL_fIMMA CIIANr7"!!!1 lTAllsM � CATCH BASIN REINFORCEMENT 3d%ft SECTION END CUTOFF 8w DIKE NOTES � I . IIf ICE Sfi1KL.t K CONSTR[)CTE6 Of TYPE s ASPNAL T CVNCRE 1 E . :. P A i NT 8 N HOER SHALL AE PLACED ON EX 1 ST i iMli A!144/1i. T CONC/lETE ►11VfiiMENt PRIOR TO THE INSTAI.LATiON QF Ti1E DIKE. SAN !{EvINAAOINO OOtJNTY IIOhiO pEM{t'TMENT A3PHAI..T C NCFET117 E COUNTY ENAINEEA DIKE ORRL lglp TliP i10tS 1ViD f43Tlflu. W R fid.'-SRIUIILIIitli STEEL 80CKET SET BCTiEw 1I111Ti1 Ali' Ra?CES®ED NEX sir at mm mpc 1010t � .p 1� fM f111N fl'1MMi11A �/'IOA1t01M NMI fISMr SS1AlIMsf� SIEIR t OP f SECTION END CUTOFF 8w DIKE NOTES � I . IIf ICE Sfi1KL.t K CONSTR[)CTE6 Of TYPE s ASPNAL T CVNCRE 1 E . :. P A i NT 8 N HOER SHALL AE PLACED ON EX 1 ST i iMli A!144/1i. T CONC/lETE ►11VfiiMENt PRIOR TO THE INSTAI.LATiON QF Ti1E DIKE. SAN !{EvINAAOINO OOtJNTY IIOhiO pEM{t'TMENT A3PHAI..T C NCFET117 E COUNTY ENAINEEA DIKE ORRL lglp TliP i10tS 1ViD f43Tlflu. W R fid.'-SRIUIILIIitli OIpLINE MI11m on 111• �IOM'A IMM WIN SAME AMOI,t wl w -� 11,9113mmIn � 0" IN MA as oorall orPownEloa rLout ow BOTTONt OF MANHOLE COVER DETAIL "C" ITY OF FONI.ANA, CALIFORNI_, STREET IMPROVEMENT PLANS V. CH ASP 98-3SmIl: 2 BEECH AVENUE iGNeu er: SOUTH 0F SANT/1 ANA DATE: I1.P.N. • 237-131-9.10.14 AND PORTION OF � :(EO BY: APPROVED BY� � ./I..F » DRAW ING- N04 AMlER{CAN ihOL.tC woAKs AiiOCIATiON - souTMEwM cw��oaNrA cHAPTEw CATCH BASIN �""`""�"•" `�,•• � � RAMIE AND Ct1tR 31 �O MANHOLE F Its MIfM sTANDAM SPL�t2MCAf10Ni F011 rVEIlC wQIMIS Cp11ttiNlCiION SIFT 1 aF t om No 1. THE CAST Wkl tUsO MOLL 00liP0lMrA rrftM IIIIrTM A4* ClJiNIG !a' 2. THE FRAME AND COVER 8HAt.L BE COATS WITH ASPHALTUM QA @TtUiIMN4Q1U'G PAINT AfT'!R TESTING AND iN9PECTK')N. A FOUNDRY IOENTiFYMK3 MARK, HEAT AND ORATE SHALL 1lE CART ON THE 90TT'OM O>z THE COVER AND ON THE INSIDE OF THE FRAME. 4. IMPORTED COVERS AND FRAMES 811ALL TINE THE CQ!lNTlilY Q!R O.!!i>M MIS N � WITH FEDERAL F;EtGULATKkN& !L WEIGHT OF FRAME SHALL BE 30 POiUNOG. WEIGHT OF OONEii NWl n K POIJINIt. AICTiJrBL WEIGHTS SHALL BE VUiTttIN A RNi<3E OF 15M. TO 110%. L THE MANHOLE FRAME AND COVER 814AU. 8E NIS!'ECllD d'lr TME E4694lER FlMa1 To oMqmR TO THE J08 SITE. ACCEPTANCE WILL BE INDICATED BY THE ARDENCY'S MARK 7. THE PflOOF•10r10 FOR TEST METHOD B Of THE BTAiNOAf10 S!'ECN�ICATIOIiG IS 2/,,M POlJ1i0G. AMElNCAN !'tlM:{C rMOINLs ANOCIATlON—101lit1011N CALAt01MAA CIMltW1 •'� CATCH BASIN MANHOLE FRAME AND Cd%ER 31 �O SE& � TBATCSSA BNCtIN88SIN0 Quo s 10 � wasociwT339 INC MeLM y Y~A. aA. Um fri-rn iM 12/i1101 � civ11 * ,jw _ MIELVIN W. THAT 111. RCE 39964 EXP. 12/31/ 68001 .01 6800LR4 g i9i99 STEEL 80CKET SET BCTiEw 1I111Ti1 Ali' Ra?CES®ED NEX sir at mm mpc 1010t � MIOt•. AILL 111404100 10 •E ffa 2' X t' OiIMiACJIA MAT .T •. , ,� . 'rir' DEEP q - 009CFIIP'TION. ALL •r urlolis r NNW DEMEt�oc�lllll• I. IIMlIN3. � � , LQ, EVlGE Y �CKINQ , A4D � 1 �'•'' . � � aver JEW PLANaV'tSSIE171A.OF 22M Stt' R � •"'1 � • • a:4 - Nit' A ?l OM. �... � pEt/i1l � ; � � : (LEAs GrP�M• � � A p &--- w oK aEM oPe+Nlw - - - - -- • 7,1 SE TION A-© Q 4 q . . QET L "E' OIpLINE MI11m on 111• �IOM'A IMM WIN SAME AMOI,t wl w -� 11,9113mmIn � 0" IN MA as oorall orPownEloa rLout ow BOTTONt OF MANHOLE COVER DETAIL "C" ITY OF FONI.ANA, CALIFORNI_, STREET IMPROVEMENT PLANS V. CH ASP 98-3SmIl: 2 BEECH AVENUE iGNeu er: SOUTH 0F SANT/1 ANA DATE: I1.P.N. • 237-131-9.10.14 AND PORTION OF � :(EO BY: APPROVED BY� � ./I..F » DRAW ING- N04 AMlER{CAN ihOL.tC woAKs AiiOCIATiON - souTMEwM cw��oaNrA cHAPTEw CATCH BASIN �""`""�"•" `�,•• � � RAMIE AND Ct1tR 31 �O MANHOLE F Its MIfM sTANDAM SPL�t2MCAf10Ni F011 rVEIlC wQIMIS Cp11ttiNlCiION SIFT 1 aF t om No 1. THE CAST Wkl tUsO MOLL 00liP0lMrA rrftM IIIIrTM A4* ClJiNIG !a' 2. THE FRAME AND COVER 8HAt.L BE COATS WITH ASPHALTUM QA @TtUiIMN4Q1U'G PAINT AfT'!R TESTING AND iN9PECTK')N. A FOUNDRY IOENTiFYMK3 MARK, HEAT AND ORATE SHALL 1lE CART ON THE 90TT'OM O>z THE COVER AND ON THE INSIDE OF THE FRAME. 4. IMPORTED COVERS AND FRAMES 811ALL TINE THE CQ!lNTlilY Q!R O.!!i>M MIS N � WITH FEDERAL F;EtGULATKkN& !L WEIGHT OF FRAME SHALL BE 30 POiUNOG. WEIGHT OF OONEii NWl n K POIJINIt. AICTiJrBL WEIGHTS SHALL BE VUiTttIN A RNi<3E OF 15M. TO 110%. L THE MANHOLE FRAME AND COVER 814AU. 8E NIS!'ECllD d'lr TME E4694lER FlMa1 To oMqmR TO THE J08 SITE. ACCEPTANCE WILL BE INDICATED BY THE ARDENCY'S MARK 7. THE PflOOF•10r10 FOR TEST METHOD B Of THE BTAiNOAf10 S!'ECN�ICATIOIiG IS 2/,,M POlJ1i0G. AMElNCAN !'tlM:{C rMOINLs ANOCIATlON—101lit1011N CALAt01MAA CIMltW1 •'� CATCH BASIN MANHOLE FRAME AND Cd%ER 31 �O SE& � TBATCSSA BNCtIN88SIN0 Quo s 10 � wasociwT339 INC MeLM y Y~A. aA. Um fri-rn iM 12/i1101 � civ11 * ,jw _ MIELVIN W. THAT 111. RCE 39964 EXP. 12/31/ 68001 .01 6800LR4 g i9i99