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HomeMy WebLinkAbout3077-4tsm 0 Soo WAM640121 EACH WAY -3 wAv0/4•)It T-06WEL(T1r'P.) I I (ih' PLAN OPTIO MAL SUBGRADE LGossKe,ron PIPE OR MONOLITHIC CATClI EIASIt*1 cn+wir+irc ii ON SECTION A --A IOMI+4) Ile DOWEL DETAIL, STRUCTURAL. DATA 'V'V'ALL ANDSLAB DIMENSIONS AND R I I REINFORCEMENTEQU ISE ENTS RE INFORCEIf1EN T YA f MAX f IF REQUIRED IN W V FRONT REAR 150TTOMIEND WALL WALL SIM, IWALL I.1? aft S:s') 2.4 We,1. is* froga') 150 err Ag") WS.S^) 3,5 *12'I 200 finetMl') 200 fW 481 ' 2,0 #047') I,S arrtb) 1S4 WWAO*) 1$0 n*494) k 2.0 roil') 3.300121) 200 taat919 200 mrrAS1 BOG' 4.0 tMIV) 1.2 oo(41 150 awA4*). ISO nrrK61 - � 0,��. 2.4 *89 130 OW61 200 ON11)-) I 4.0 "41 3.3 wdir 100 VOK1111'I 230 nrut10'I t.2 rw(4') 150 *", SN 150 AM A6') O R R E . r Tai goal) tsQ nnN16-1200 rmads) � - R H 1.4 s-409 904f6) rQ iNe•1e'I TN 3.0 rr440.) zoo AM41 i"') 250 wagw) N ✓ E � 3.5 wftt241 900 fwrr+t6') 2S0 srri[i0`) � T ; Hrog W x 9 0tZ1111`1. v � 3.6 Wi2") 08 '6 > 1.2 Alt41 SEE PiltlalECT PLA" AMMIICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PRCK&RATMWYTft CURB OPENING CATCH BASIN �" "14 C It" QO rem,. rir USE WFM STIMiSiA1RD SPEGIirICA.TIOM FOR P UMAG WOWS G N S TMC ION SHEET , OF 2 n■ 11 D D lkAwWwrid Sef•VICe A w1 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF Po Ca TOLL �E APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO 6 1- CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 0 i I roo Wwxw DA1fs BffoRE YOU DIG NOTIM I. WHERE THE BASIN I5 TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR IS CON1r#GUOUS TO SUCH SI WALK, THE TOP SLAB 8F THE BASIN MAI! 9E POURED EITHER MONOLITHIC WITH THE SIDEMI4141C Olt SEPARATELY. USING THE SAME CLAS"5 F CO E S IN T A 1. MIH R 1 -, OF NCR TEA NEB S N EN' P©u EO MONOLITHICALLY. C Y THE S I iM� L T 111.E E t?E AL.K SHALL o4 E as�nfafetra tflf'1',.1 i tuetfrtarrn !!f wu!' nia' w �c ...,.r1+t nrre QA.tYIPff'T FAtuTftJflAf,i� v '.dw1ia� OF TH E SIDEWALK, SURFACE 1F`. ALL ECPOSEG CONCRETE SHALL CQNFORM I N SLOPE. GRADE.. FIN) H A IN T XI T COLOR.S AND 9Cl�R 6 O E S INC OR PRCIPbSEd GIJitB AND WALK ADJACENT T8 THE BASIN. 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL NOT BE SHAPED BY PLASTERING. F F' 1N Y LETC)R 0 BAS SHALL BE GIVEN A STEEL TROWEL FINISH AND SMALL HAVE A Lt?I4GIT'ilLllhlAi AND LATERAL SLOPE OF 1= tZ M 1 M7 ANO I � '3MAXiMUM EXCEPT MHTR;THE GUTT' R R EXCEEDS 0 PERCENT, IN WHICH GAZE THE LONGITUDINAL SLOPE OF HE FLOOR SHALL B THE SAME AS THE GUTTER GRADE. SLOPE FLOORFROM ALL DIRECTIONS TO THE OUTLET.; 4. 01MC 1S'IOHS1. e x 970 mrr93' ~2') V a THE DIFFORENCE IM ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET = 1.35 m(4.9•). Y u = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE UPSTREAM END OF THE'BASIN. AND SHALL BI DETERMINED BY THE REOUIIREI�MENTS OF NOTE 3. BUT SHALL NOT 8E LESS 'THAN 'CURB FACE PLUS 300 wwA124, Y) THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET, NOTED ON THE PROJECT PLANS. H _ NOTED, ON THE PP04ECT PLANS. W : NOTED ON THE PROJECT PLAINS. A = THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINIE OF THE CONNECTOR PIPE ASID THE CATC14 BASIN WALL TO WH #CIT THE COMl ECTO R PIPE I5 ATTACHED. 5. PLACE CONNECTOR PIPES AS. motCATED QM THE PROJECT PLANS. UNLESS OTHERWISE SPECI- FIED. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN_ WHERE 'THE CONNECTORPIPE IS SHOWN AT A CORNER. THE CENTERLINE OF THE PIPE SHALT. INTERSECT THE INSIDE CORNER OF THE SASIIN. THE PIPE MAY BE GUT AND TRIMMED AT A SKEW NECESSARY TO INSORI w43 -)MINIMUM BG 43-) PIPE CMBEDMEI�iT ALL.AROVNC, WITHIN THE C11TC(i 8451 N. WALL.... AND 75`rlrrM3-) RADIUS OF ROUNDING OF STRUCTURE CONCRETE,_ if ! A ES^f.►i1'�- - Ar% f.i/.t►YT- 'TA r% MF" L KAV%l. ''r ,t1f►►.4 . •!!..•w w�+�wr. w wcau ,w.uurww.:.:. w.:... , r 70 >£GR OR: GREATER THAN TIO DEGREES, OR WHENEVERER THE CONNECTOR PIPE :IS LOCATED INA CORNER. THE OPT ICINAL USE F A .Mtn I TH I` A E O N4L C CATCH 8 SIM CQNNEGTEC�a IN -ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTiomS MAY BE CONSTRUCTED TO AVOID CUT- TING STANDARD LEND-tHS Of PIPE. 6. STEPS SHALL BE LOCATED AS SHOWN, IF THE CONNECTOR PIPE: INTERFERES WITH" THE STEPS, THEY SHALL, BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. 'STEPS SHALL BE SPACED 300 mwAl2") APART_ THE TOP STEP SHALL AE 175 mm(7*) BELOW 714E TOP TO THE MANHOLE AND PROJECT 65 mirinC2-# 2'>A. ALL OTHER STEPS SHALL, PROJECT 130 mn,45'). 7. DOWELS` ARE REQUIRED AT EACH CORNER AND AT 2 m(T' l ON CENTER (MAXIMUM) ,ALONG THE BACKWALL. S. THE FOLLOW#FIG STANDARD PLANS ARE INCORPORATED HERE11W 308 MONOLITHIC CATCH BASIN CQNWCTIQk 309 CATCH BASIN REINFORCCMENr 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROT°E+CTILN BAR 312 CATCH BASIN MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP 9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC. AND ENGLISH UN/T3 ,ARE NOT ExACT IrOlAt. VALUES. L ES IF METR IG YALU€S ARE USED: ALL. VALUES USED FOR rC0NS7RUGT18!hl SHALL 8E METRIC VALUES. EXCEPT REI IFDRCING BARS SIZES IN ENGLISH UNITS ]MAY BE SUBSTITUTED FOR METRIC SAM SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS, PLANS PREPARED FOR CENTEX HOMES 2280 WARDLOW CIRCLE SUITE 150 CORONA, CA. 92880 (909) 279-4000 3M WOWS- ASWCIAIMN - SOLMHERN CALWOFt MIA CHAPTER STANDARD "N CURB OPENING CATCH BASIN ARECORD DOCUMENT These Record Documents have been prepared based on information provided by others. The Design Professional has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions ch,ma be incorporated herein as a result - IS -04 DATE STRNtaflRo PIAhf 313-1 I4 )R 49 Ott MOPE r .. RID FL4Ml W I!E ' *t (3 !R t• FAC E s3 A1a<- L t> !orlr�L. fTYP.) t "s LINE CURB LONE } s� F ECT ON A.-8 E XTR ! r4i SECTI ON STEPS S .t ON ^ SIt]ES:_DF MAFNibLE FRA&A t too MM m C*V%R (4 )MIN:. 0+d mtxnf�-il�. t OATCk l211S INAND •.. is I�MIlFIOLI» FRAMI .. COVER -7 [-----A T-06WEL(T1r'P.) I I (ih' PLAN OPTIO MAL SUBGRADE LGossKe,ron PIPE OR MONOLITHIC CATClI EIASIt*1 cn+wir+irc ii ON SECTION A --A IOMI+4) Ile DOWEL DETAIL, STRUCTURAL. DATA 'V'V'ALL ANDSLAB DIMENSIONS AND R I I REINFORCEMENTEQU ISE ENTS RE INFORCEIf1EN T YA f MAX f IF REQUIRED IN W V FRONT REAR 150TTOMIEND WALL WALL SIM, IWALL I.1? aft S:s') 2.4 We,1. is* froga') 150 err Ag") WS.S^) 3,5 *12'I 200 finetMl') 200 fW 481 ' 2,0 #047') I,S arrtb) 1S4 WWAO*) 1$0 n*494) k 2.0 roil') 3.300121) 200 taat919 200 mrrAS1 BOG' 4.0 tMIV) 1.2 oo(41 150 awA4*). ISO nrrK61 - � 0,��. 2.4 *89 130 OW61 200 ON11)-) I 4.0 "41 3.3 wdir 100 VOK1111'I 230 nrut10'I t.2 rw(4') 150 *", SN 150 AM A6') O R R E . r Tai goal) tsQ nnN16-1200 rmads) � - R H 1.4 s-409 904f6) rQ iNe•1e'I TN 3.0 rr440.) zoo AM41 i"') 250 wagw) N ✓ E � 3.5 wftt241 900 fwrr+t6') 2S0 srri[i0`) � T ; Hrog W x 9 0tZ1111`1. v � 3.6 Wi2") 08 '6 > 1.2 Alt41 SEE PiltlalECT PLA" AMMIICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PRCK&RATMWYTft CURB OPENING CATCH BASIN �" "14 C It" QO rem,. rir USE WFM STIMiSiA1RD SPEGIirICA.TIOM FOR P UMAG WOWS G N S TMC ION SHEET , OF 2 n■ 11 D D lkAwWwrid Sef•VICe A w1 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF Po Ca TOLL �E APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO 6 1- CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 0 i I roo Wwxw DA1fs BffoRE YOU DIG NOTIM I. WHERE THE BASIN I5 TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR IS CON1r#GUOUS TO SUCH SI WALK, THE TOP SLAB 8F THE BASIN MAI! 9E POURED EITHER MONOLITHIC WITH THE SIDEMI4141C Olt SEPARATELY. USING THE SAME CLAS"5 F CO E S IN T A 1. MIH R 1 -, OF NCR TEA NEB S N EN' P©u EO MONOLITHICALLY. C Y THE S I iM� L T 111.E E t?E AL.K SHALL o4 E as�nfafetra tflf'1',.1 i tuetfrtarrn !!f wu!' nia' w �c ...,.r1+t nrre QA.tYIPff'T FAtuTftJflAf,i� v '.dw1ia� OF TH E SIDEWALK, SURFACE 1F`. ALL ECPOSEG CONCRETE SHALL CQNFORM I N SLOPE. GRADE.. FIN) H A IN T XI T COLOR.S AND 9Cl�R 6 O E S INC OR PRCIPbSEd GIJitB AND WALK ADJACENT T8 THE BASIN. 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL NOT BE SHAPED BY PLASTERING. F F' 1N Y LETC)R 0 BAS SHALL BE GIVEN A STEEL TROWEL FINISH AND SMALL HAVE A Lt?I4GIT'ilLllhlAi AND LATERAL SLOPE OF 1= tZ M 1 M7 ANO I � '3MAXiMUM EXCEPT MHTR;THE GUTT' R R EXCEEDS 0 PERCENT, IN WHICH GAZE THE LONGITUDINAL SLOPE OF HE FLOOR SHALL B THE SAME AS THE GUTTER GRADE. SLOPE FLOORFROM ALL DIRECTIONS TO THE OUTLET.; 4. 01MC 1S'IOHS1. e x 970 mrr93' ~2') V a THE DIFFORENCE IM ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET = 1.35 m(4.9•). Y u = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE UPSTREAM END OF THE'BASIN. AND SHALL BI DETERMINED BY THE REOUIIREI�MENTS OF NOTE 3. BUT SHALL NOT 8E LESS 'THAN 'CURB FACE PLUS 300 wwA124, Y) THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET, NOTED ON THE PROJECT PLANS. H _ NOTED, ON THE PP04ECT PLANS. W : NOTED ON THE PROJECT PLAINS. A = THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINIE OF THE CONNECTOR PIPE ASID THE CATC14 BASIN WALL TO WH #CIT THE COMl ECTO R PIPE I5 ATTACHED. 5. PLACE CONNECTOR PIPES AS. motCATED QM THE PROJECT PLANS. UNLESS OTHERWISE SPECI- FIED. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN_ WHERE 'THE CONNECTORPIPE IS SHOWN AT A CORNER. THE CENTERLINE OF THE PIPE SHALT. INTERSECT THE INSIDE CORNER OF THE SASIIN. THE PIPE MAY BE GUT AND TRIMMED AT A SKEW NECESSARY TO INSORI w43 -)MINIMUM BG 43-) PIPE CMBEDMEI�iT ALL.AROVNC, WITHIN THE C11TC(i 8451 N. WALL.... AND 75`rlrrM3-) RADIUS OF ROUNDING OF STRUCTURE CONCRETE,_ if ! A ES^f.►i1'�- - Ar% f.i/.t►YT- 'TA r% MF" L KAV%l. ''r ,t1f►►.4 . •!!..•w w�+�wr. w wcau ,w.uurww.:.:. w.:... , r 70 >£GR OR: GREATER THAN TIO DEGREES, OR WHENEVERER THE CONNECTOR PIPE :IS LOCATED INA CORNER. THE OPT ICINAL USE F A .Mtn I TH I` A E O N4L C CATCH 8 SIM CQNNEGTEC�a IN -ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTiomS MAY BE CONSTRUCTED TO AVOID CUT- TING STANDARD LEND-tHS Of PIPE. 6. STEPS SHALL BE LOCATED AS SHOWN, IF THE CONNECTOR PIPE: INTERFERES WITH" THE STEPS, THEY SHALL, BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. 'STEPS SHALL BE SPACED 300 mwAl2") APART_ THE TOP STEP SHALL AE 175 mm(7*) BELOW 714E TOP TO THE MANHOLE AND PROJECT 65 mirinC2-# 2'>A. ALL OTHER STEPS SHALL, PROJECT 130 mn,45'). 7. DOWELS` ARE REQUIRED AT EACH CORNER AND AT 2 m(T' l ON CENTER (MAXIMUM) ,ALONG THE BACKWALL. S. THE FOLLOW#FIG STANDARD PLANS ARE INCORPORATED HERE11W 308 MONOLITHIC CATCH BASIN CQNWCTIQk 309 CATCH BASIN REINFORCCMENr 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROT°E+CTILN BAR 312 CATCH BASIN MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP 9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC. AND ENGLISH UN/T3 ,ARE NOT ExACT IrOlAt. VALUES. L ES IF METR IG YALU€S ARE USED: ALL. VALUES USED FOR rC0NS7RUGT18!hl SHALL 8E METRIC VALUES. EXCEPT REI IFDRCING BARS SIZES IN ENGLISH UNITS ]MAY BE SUBSTITUTED FOR METRIC SAM SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS, PLANS PREPARED FOR CENTEX HOMES 2280 WARDLOW CIRCLE SUITE 150 CORONA, CA. 92880 (909) 279-4000 3M WOWS- ASWCIAIMN - SOLMHERN CALWOFt MIA CHAPTER STANDARD "N CURB OPENING CATCH BASIN ARECORD DOCUMENT These Record Documents have been prepared based on information provided by others. The Design Professional has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions ch,ma be incorporated herein as a result - IS -04 DATE STRNtaflRo PIAhf 313-1 LOCAL DEPRESSIONS ' A CATCH BASINS i .. fit T-06WEL(T1r'P.) I I (ih' PLAN OPTIO MAL SUBGRADE LGossKe,ron PIPE OR MONOLITHIC CATClI EIASIt*1 cn+wir+irc ii ON SECTION A --A IOMI+4) Ile DOWEL DETAIL, STRUCTURAL. DATA 'V'V'ALL ANDSLAB DIMENSIONS AND R I I REINFORCEMENTEQU ISE ENTS RE INFORCEIf1EN T YA f MAX f IF REQUIRED IN W V FRONT REAR 150TTOMIEND WALL WALL SIM, IWALL I.1? aft S:s') 2.4 We,1. is* froga') 150 err Ag") WS.S^) 3,5 *12'I 200 finetMl') 200 fW 481 ' 2,0 #047') I,S arrtb) 1S4 WWAO*) 1$0 n*494) k 2.0 roil') 3.300121) 200 taat919 200 mrrAS1 BOG' 4.0 tMIV) 1.2 oo(41 150 awA4*). ISO nrrK61 - � 0,��. 2.4 *89 130 OW61 200 ON11)-) I 4.0 "41 3.3 wdir 100 VOK1111'I 230 nrut10'I t.2 rw(4') 150 *", SN 150 AM A6') O R R E . r Tai goal) tsQ nnN16-1200 rmads) � - R H 1.4 s-409 904f6) rQ iNe•1e'I TN 3.0 rr440.) zoo AM41 i"') 250 wagw) N ✓ E � 3.5 wftt241 900 fwrr+t6') 2S0 srri[i0`) � T ; Hrog W x 9 0tZ1111`1. v � 3.6 Wi2") 08 '6 > 1.2 Alt41 SEE PiltlalECT PLA" AMMIICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PRCK&RATMWYTft CURB OPENING CATCH BASIN �" "14 C It" QO rem,. rir USE WFM STIMiSiA1RD SPEGIirICA.TIOM FOR P UMAG WOWS G N S TMC ION SHEET , OF 2 n■ 11 D D lkAwWwrid Sef•VICe A w1 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF Po Ca TOLL �E APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO 6 1- CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 0 i I roo Wwxw DA1fs BffoRE YOU DIG NOTIM I. WHERE THE BASIN I5 TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR IS CON1r#GUOUS TO SUCH SI WALK, THE TOP SLAB 8F THE BASIN MAI! 9E POURED EITHER MONOLITHIC WITH THE SIDEMI4141C Olt SEPARATELY. USING THE SAME CLAS"5 F CO E S IN T A 1. MIH R 1 -, OF NCR TEA NEB S N EN' P©u EO MONOLITHICALLY. C Y THE S I iM� L T 111.E E t?E AL.K SHALL o4 E as�nfafetra tflf'1',.1 i tuetfrtarrn !!f wu!' nia' w �c ...,.r1+t nrre QA.tYIPff'T FAtuTftJflAf,i� v '.dw1ia� OF TH E SIDEWALK, SURFACE 1F`. ALL ECPOSEG CONCRETE SHALL CQNFORM I N SLOPE. GRADE.. FIN) H A IN T XI T COLOR.S AND 9Cl�R 6 O E S INC OR PRCIPbSEd GIJitB AND WALK ADJACENT T8 THE BASIN. 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL NOT BE SHAPED BY PLASTERING. F F' 1N Y LETC)R 0 BAS SHALL BE GIVEN A STEEL TROWEL FINISH AND SMALL HAVE A Lt?I4GIT'ilLllhlAi AND LATERAL SLOPE OF 1= tZ M 1 M7 ANO I � '3MAXiMUM EXCEPT MHTR;THE GUTT' R R EXCEEDS 0 PERCENT, IN WHICH GAZE THE LONGITUDINAL SLOPE OF HE FLOOR SHALL B THE SAME AS THE GUTTER GRADE. SLOPE FLOORFROM ALL DIRECTIONS TO THE OUTLET.; 4. 01MC 1S'IOHS1. e x 970 mrr93' ~2') V a THE DIFFORENCE IM ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET = 1.35 m(4.9•). Y u = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE UPSTREAM END OF THE'BASIN. AND SHALL BI DETERMINED BY THE REOUIIREI�MENTS OF NOTE 3. BUT SHALL NOT 8E LESS 'THAN 'CURB FACE PLUS 300 wwA124, Y) THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET, NOTED ON THE PROJECT PLANS. H _ NOTED, ON THE PP04ECT PLANS. W : NOTED ON THE PROJECT PLAINS. A = THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINIE OF THE CONNECTOR PIPE ASID THE CATC14 BASIN WALL TO WH #CIT THE COMl ECTO R PIPE I5 ATTACHED. 5. PLACE CONNECTOR PIPES AS. motCATED QM THE PROJECT PLANS. UNLESS OTHERWISE SPECI- FIED. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN_ WHERE 'THE CONNECTORPIPE IS SHOWN AT A CORNER. THE CENTERLINE OF THE PIPE SHALT. INTERSECT THE INSIDE CORNER OF THE SASIIN. THE PIPE MAY BE GUT AND TRIMMED AT A SKEW NECESSARY TO INSORI w43 -)MINIMUM BG 43-) PIPE CMBEDMEI�iT ALL.AROVNC, WITHIN THE C11TC(i 8451 N. WALL.... AND 75`rlrrM3-) RADIUS OF ROUNDING OF STRUCTURE CONCRETE,_ if ! A ES^f.►i1'�- - Ar% f.i/.t►YT- 'TA r% MF" L KAV%l. ''r ,t1f►►.4 . •!!..•w w�+�wr. w wcau ,w.uurww.:.:. w.:... , r 70 >£GR OR: GREATER THAN TIO DEGREES, OR WHENEVERER THE CONNECTOR PIPE :IS LOCATED INA CORNER. THE OPT ICINAL USE F A .Mtn I TH I` A E O N4L C CATCH 8 SIM CQNNEGTEC�a IN -ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTiomS MAY BE CONSTRUCTED TO AVOID CUT- TING STANDARD LEND-tHS Of PIPE. 6. STEPS SHALL BE LOCATED AS SHOWN, IF THE CONNECTOR PIPE: INTERFERES WITH" THE STEPS, THEY SHALL, BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. 'STEPS SHALL BE SPACED 300 mwAl2") APART_ THE TOP STEP SHALL AE 175 mm(7*) BELOW 714E TOP TO THE MANHOLE AND PROJECT 65 mirinC2-# 2'>A. ALL OTHER STEPS SHALL, PROJECT 130 mn,45'). 7. DOWELS` ARE REQUIRED AT EACH CORNER AND AT 2 m(T' l ON CENTER (MAXIMUM) ,ALONG THE BACKWALL. S. THE FOLLOW#FIG STANDARD PLANS ARE INCORPORATED HERE11W 308 MONOLITHIC CATCH BASIN CQNWCTIQk 309 CATCH BASIN REINFORCCMENr 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROT°E+CTILN BAR 312 CATCH BASIN MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP 9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC. AND ENGLISH UN/T3 ,ARE NOT ExACT IrOlAt. VALUES. L ES IF METR IG YALU€S ARE USED: ALL. VALUES USED FOR rC0NS7RUGT18!hl SHALL 8E METRIC VALUES. EXCEPT REI IFDRCING BARS SIZES IN ENGLISH UNITS ]MAY BE SUBSTITUTED FOR METRIC SAM SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS, PLANS PREPARED FOR CENTEX HOMES 2280 WARDLOW CIRCLE SUITE 150 CORONA, CA. 92880 (909) 279-4000 3M WOWS- ASWCIAIMN - SOLMHERN CALWOFt MIA CHAPTER STANDARD "N CURB OPENING CATCH BASIN ARECORD DOCUMENT These Record Documents have been prepared based on information provided by others. The Design Professional has not verified the accuracy and/or completeness of this information and shall not be responsible for any errors or omissions ch,ma be incorporated herein as a result - IS -04 DATE REVISIONS Engineer City BENCHMARK roval Date: Approval Date: B.M. #361, SPIKE IN NORTH FACE OF P.P. #1536697E AT SOUTH WEST CORNER OF BASELINE AVENUE AND SULTANA AVENUE. ELEVATION: 1365.01 11 JI Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 (�(909) 6-1 15 Fax (909) 356-1795 David S. Hammer, A.C.E. 43976 Date (expires 6/30/2005) NOTE 1 ALL EXPOSED EDGES ;SHALL BE ROUNDED TO A 15 rnm (HALF INCH) RADIUS. 2 THE CURB FACE AT POINTS' A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB. THE CURE FACE AT POINTS B AND C SHALL, BE THE NORMAL CUR: B FACE OF THE' ADJACENTCU RIs PLUS• H (SEE APPLICABLE CATCH BASUN STANDARD PLAN). 3 IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE OUTER EDGE OF THE LOCAL DEPRESSION SHALL M T T i EE HE FIM SHED STREET SURFACE. d. IN NEW STREETS, 0R` IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED: THE ELEVATIONS 4F POINTS f AND G SHALL BE SET HI' HIGHER THAN THE f�xUTTE'R: IrLOVV 1114E ELEVATION P 5 AT bItVT9 AI A D E3 RESPECTIVELY. E EC'TI1fELY. THE ELEVATIONS CII= POINTS P AND R SHALL RE SET H HIGHER THAN HAIN T WE:G' T F _. � GUTTER LOW LINE ELEVATIONS AT POINTS 8 ANDr: , .RESPECTI'VELY. THE ELEVATION QF POINTS SHALL BE SET H,2 HIGHER THAN THE ELEVATION 'AT THE DEAREST GUTTER FLOW LINE. WHERE THERE IS NO GLITTER AWACE dT TO THE ;4C P LOCAL DEPRESSION, THE ELE1iPtT101V OF PDIN7 E SHALL BE SET Hs H14HEIR THAN. THE ELEVATION AT THE NEAREST TOE OF CURB 5. DIMENSIONS; H NOTED ON THE PROJECT PLANS.. HI = NOTED ON THE PROJECT PLANS. H2;a NOTED ON THE PROJECT PLANS. H3.- NOTED ON THE PROJECT 'PLANS. G - 600 mm (2 Peet) K _ 1..5 m (5 Feet) L - 1.8 rn (6 Feet) M - 1.2 ,rn tq Feet) N - 1.5 M (5 Feet) WO -, CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME Elft) WALLS FOR MLI 'IDLE CATCH BASINS. THE THICKNESS OF THE LOCAL DEPRESSION SHALL HE 200 rhm (S INCHES) 6_ DIMENSIONS E SIt3NS SHC?WN ON THIS PLA. R! Ft,3Ft METRIC ANDENGLISH UNITS ARE NOT EXACTLY EQUAL E_ VALU S . IFE M TRIG UNITS ARE. 135f::t3, ALL VALUES USED FOR Ct7NsTRuC'r1(IIv SHALE: BE METRIC VALVES, EXCEPT REINFORCING SAR SIZES IN ENGLISH UNITS MAYBE: SUBSTITUTEt) FOR METRIC BAR SIZES. IF ENGLISH LINITS ARE US 0, ALL VALUES USED FORONS . T C TRLI�,IC3N SHALL BE ENGLISH VALUES. ""RICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER �' STRNtaflRo PIAhf 313-1 LOCAL DEPRESSIONS ' A CATCH BASINS SHEET 4 OF 4 .. RID ' 'l CURB FACE 1f ,.. :. f1_�_ t• VALLEY t,. VALLEY - 3A_ ECT ON A.-8 SECTI ON B - 3 SECTION O -C' REVISIONS Engineer City BENCHMARK roval Date: Approval Date: B.M. #361, SPIKE IN NORTH FACE OF P.P. #1536697E AT SOUTH WEST CORNER OF BASELINE AVENUE AND SULTANA AVENUE. ELEVATION: 1365.01 11 JI Prepared By: ALLARD ENGINEERING Civil Engineering - Land Surveying - Land Planning 8253 Sierra Avenue Fontana, California 92335 (�(909) 6-1 15 Fax (909) 356-1795 David S. Hammer, A.C.E. 43976 Date (expires 6/30/2005) NOTE 1 ALL EXPOSED EDGES ;SHALL BE ROUNDED TO A 15 rnm (HALF INCH) RADIUS. 2 THE CURB FACE AT POINTS' A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB. THE CURE FACE AT POINTS B AND C SHALL, BE THE NORMAL CUR: B FACE OF THE' ADJACENTCU RIs PLUS• H (SEE APPLICABLE CATCH BASUN STANDARD PLAN). 3 IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE OUTER EDGE OF THE LOCAL DEPRESSION SHALL M T T i EE HE FIM SHED STREET SURFACE. d. IN NEW STREETS, 0R` IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED: THE ELEVATIONS 4F POINTS f AND G SHALL BE SET HI' HIGHER THAN THE f�xUTTE'R: IrLOVV 1114E ELEVATION P 5 AT bItVT9 AI A D E3 RESPECTIVELY. E EC'TI1fELY. THE ELEVATIONS CII= POINTS P AND R SHALL RE SET H HIGHER THAN HAIN T WE:G' T F _. � GUTTER LOW LINE ELEVATIONS AT POINTS 8 ANDr: , .RESPECTI'VELY. THE ELEVATION QF POINTS SHALL BE SET H,2 HIGHER THAN THE ELEVATION 'AT THE DEAREST GUTTER FLOW LINE. WHERE THERE IS NO GLITTER AWACE dT TO THE ;4C P LOCAL DEPRESSION, THE ELE1iPtT101V OF PDIN7 E SHALL BE SET Hs H14HEIR THAN. THE ELEVATION AT THE NEAREST TOE OF CURB 5. DIMENSIONS; H NOTED ON THE PROJECT PLANS.. HI = NOTED ON THE PROJECT PLANS. H2;a NOTED ON THE PROJECT PLANS. H3.- NOTED ON THE PROJECT 'PLANS. G - 600 mm (2 Peet) K _ 1..5 m (5 Feet) L - 1.8 rn (6 Feet) M - 1.2 ,rn tq Feet) N - 1.5 M (5 Feet) WO -, CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME Elft) WALLS FOR MLI 'IDLE CATCH BASINS. THE THICKNESS OF THE LOCAL DEPRESSION SHALL HE 200 rhm (S INCHES) 6_ DIMENSIONS E SIt3NS SHC?WN ON THIS PLA. R! Ft,3Ft METRIC ANDENGLISH UNITS ARE NOT EXACTLY EQUAL E_ VALU S . IFE M TRIG UNITS ARE. 135f::t3, ALL VALUES USED FOR Ct7NsTRuC'r1(IIv SHALE: BE METRIC VALVES, EXCEPT REINFORCING SAR SIZES IN ENGLISH UNITS MAYBE: SUBSTITUTEt) FOR METRIC BAR SIZES. IF ENGLISH LINITS ARE US 0, ALL VALUES USED FORONS . T C TRLI�,IC3N SHALL BE ENGLISH VALUES. ""RICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER �' STRNtaflRo PIAhf 313-1 LOCAL DEPRESSIONS ' A CATCH BASINS SHEET 4 OF 4 oFESS/o CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLAN rn Z Drawn By: Scale: No. 43976 m DEA 1 "= 40' Uj Exp. s/so/os 7ACT NO * * Designed By: __,, ,lii6; Date: j March 2002 %P C/ vll o�t,`P JR DEA r, OF CALIF Checked By: Approved: Z Dwg. No. 4 DH ITY ENGINEER R.C.E. 51152 3077 4