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Home My WebLink About3491-9VrAMt'ED A.c . M'VIN6 FATTONR RR.ITISH LOR&BLF_" TO PSE " SLAW_" R, - PATTF-" AND COWRY p.Yp. SM 1r FKOM STREET PPdNT c888) 5 229°1 SEE TYPICAL CROSS SECTION HEREON �I 1,--CURBN BAND ITYP) - 12"- lb W LD1; IAtDtt11[,�iT'1L PI11 O01 CURB & GU ENHANCED VEMENT TAIL NOT TO SCALE ZL STAMfZ�D A.C. PAV/ivG PA77EJ-AV "'A--WLAR SCAM PA77r:xt/ O/V Ms(/A./ F/ELb - ,Dbw.v TD E-4P-T7N 8ADW.V COlAT 0B8$)58/- 99,717 STAMPED A•4 -FAVI PATTcwn • MITISNLOR. µ ANS oW�VAII.ABIE Gv • PA fl;oM c> KT (_m) X81-2299 11a be CONC. BAND I OR GUTTER �2eCAMPAGTE� �- IVE MA%NA.L ENHA NCEDVEMENT d A CROSS SEC NOT TO SCALE A.C. MID �l0•8'> TYP. Mr-DIAA1 6rACKEFD AWJe-K 45CKPM CUlef3 TFCRA Ct>TrA cues � Gu7r�e P' A t u coxa � GLITmrK .C. SAND ENHANCED PA VEMENT D DETAIL Fes. TOLL FREE ® 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOT ro scw_z I t%S/r FAI .9rAMf't-o h.C.1-AV11V6 PATTP ;V " E f�cTP/w ASML M 61ATDN A/lAl" FIELD - DoWAt 7) t-,4F_Ttl ,590 WAI =6A (Bg8 )SBI - 225 4'Ac C 12" CWJ4MOTE-U ENHANCED PA VEv1EN7 A CROSS SECTION Nor m 6cace EV%AU Ilz RECUR" DRAWING y �oFEssiQ;y� THESE 1. -. D DRAVIINGS HAVE LITE"! PREPARED, IN Q PART O FASIC OF INFORMAT'ON CC;! -'LED AND FURNI k ry CTI I` 1S. THE ENGINEER WILL NOT BE '' a = No. 36637 Qc RIESPONS!"LE FOR, ANY ERRORS OR 01+,1ISSIONS WHICH HAVE BEEN INCORPOF211D INT THE CUPAENT A RESULT THEREOF./ IbI3olp �T`Ea Wp - A F CURB OPENING -1 CATCH BASIN (S) , - - - - _ I I i - - - - - CURS CURB -3 POINT Ap pj INT B POINT C POINT D & murm POINT E y, W POINT F A . B OWT G _j a PLAN -.--O f{Efm DF Rm = a =- _OIREC" OF FLOW I � W ccN K- - W L -E n z v -7zNT " FLOW LINE PROFILE: CASEA Id N L VI►p -L- FCURB OPENING - - - E,,, o CATCH BASIN (S) s�z0 ( I ---=-- CURB POINT A NT B POINT C �- L, -POINT D . UNE D CURB ' 6 - POINT E Z( ii POINT F C NT 6 oeIECT1AN of FLOW -► PLAN +-DIREC" OF FLAW z R N L WD L N L L� w_- i -� POINT D POINT A PONT B POINT C FLOW LINE PROFILE -FLOW UNE CASE B 25 (17 150 mm (67 25 ^rR 09 150 mm (6' 25 mm W) M M.G.OR VAR. 450 mm R. VAR. (1.5') 50 mm VAR. (27 R ' I rCURS • • VALLEY EE ° VALLEY I I FACE t H r [s. A i SECTION A -A SECTION B -B SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER ,,- CRELPUBM C LOCAL r DEPRESSIONS AT CATCH BASINS MIMIC " 313-1 38 L SLOPE '' RW. IM SHEET I OF 4 UM VNTH STANDARD SPECIFICATXM FOR PUBLJC WORKS CONSTRUCTION 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 ADJACENT 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 DEP)ESSION SHALL MEET 'SHE FINISHED STREET SURFACE. 4. IN NEW STREETS, OR IN EXISTING STREETS WHERE fPAVEMENT 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 -.SE SET H2 HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS B AND C. RESPECTIVELY... THE ELEVATION OF POINT S SHALL BE SET }IZ HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER FLOW UNE. WHERE THERE IS NO .GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF YMRT- E SHALL BE SET HIS HIGHER. THAN THE ELEVATION AT THE NEAREST TOE OF CURB. 5. DIMENSIONS: H NOTED ON THE PROJECT PLANS. H) _ NOTED ON THE PROJECT PLANS. Hz - NOTED ON . THE PROJECT PLANS. H3 - NOTED ON THE PROJECT PLANS. G - 600 mm (2 Feet) K - 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 MUTIPLE 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. AMERICAN PUBLIC.WORKS- ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STAT PLAN mc 313-1 SHEET 4 OF 4 LOCAL DEPRESSIONS AT CATCH BASINS' REV. REVISION DESCRIP77ON DATE ENGR. CITY DATE 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 2 REY.ENtimai)myE. w• THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN PtaV15Ep STAMPED PAVEMENT DETAIL, EFFECT. i (GHRN6EV COLORED GONc•TOGOLoRED A•.G.? v sIW P Z 0 0 0 J FACE PLATE I ` INE, 2 EXTRA ISMIe411 ( I ON 2 SIDES OF I I MANHOLE FRAME AND COVER I I CATCH BASIN �I MANHOLE FRAME _ AND COVER I I A M1 N STEPS DOWEL (TYP.)- PLAN 'ISM O 300 ww A#402•) FACE PLATE EACH WAY ASSEMBLY T TIER. CURB LINE STEPS t 4.m OR LO . oU OR LOCAL OEPRES- CURB OPENING CATCH BASIN ION SURFACE 7. 38 L SLOPE '' n W. CURB\,OPENING CATCH GREEMM CCUL rrEE I1 300-2 ,o.. REV. IM a SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION v 73 m:n = �_ I3•)R PRIVATE STREET IMPROVEMENT PLANS a DRAWN BY- 10 a in '.' tr_ DE IL SHEET DA 7F- AUGUST 2003 co N EF 100 - (4•)MIN. Vftft 300 mm �b iRm APP VEQ BYE % DRAWING NO.: 9 -OPTIONAL SUBORADE CONNECTOR PIPE OR MONOLITHIC 3491 C"CON[CTIOMN B r`R CITY FNGINEER R. G E. 51152 DA 7E SECTION A -A 200 mm(S') IOMIM) E� DOWEL DETAIL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 300 - 2 SHEET 2 OF 2 CURB OPENING CATCH BASIN STANDARD PLAN BASIN '' n W. CURB\,OPENING CATCH GREEMM CCUL rrEE Z 300-2 ,o.. REV. IM SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES: I. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK. THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY. THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLANE OR A 25 mm(I') 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. FINISH. AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN. 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL NOT BE SHAPED BY PLASTERING. 3. 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 8 PERCENT. IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. 4. DIMENSIONS- B = 970 mm(3'-2') V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET = 1.35 m(4.51. VU = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE UPSTREAM END OF THE BASIN. AND SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE 3. BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mm(12•). ..V 1 ■ 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 PROJECT 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. 5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI- FIED. 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 80 mfn(3') PIPE EMBEDMENT. ALL AROUND. WITHIN THE CATCH BASIN WALL. AND 75 =93•11 RADIUS OF ROUNDING 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 IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT- TING STANDARD LENGTHS OF PIPE. 6. STEPS EYSSHALL BE SHALL BE LOCATEDDDATSSHOWN. IF THE CENTERLINE OF THETOR DOWPNSTREAM END WALL STEPS STEPS. BE SPACED 300 Inm(12') APART. THE TOP STEP SHALL BE 175 mm(T) BELOW THE TOP TO THE MANHOLE AND PROJECT 65 mm(2-1/21. ALL OTHER STEPS SHALL PROJECT 130 Rlm(51. 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(71) ON CENTER (MAXIMUM) ALONG THE BACKWALL. 8. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 308 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION 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 UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 300 - 2 SHEET 2 OF 2 CURB OPENING CATCH BASIN BENCHMARK* / 8-17 BASIS OF BEARINGS CALTRANS BENCHMARK8-17. A THE BASIS OF BEARINGS FOR THIS MAP BRASS CAP IN THE CONCRETE BASE OF IS THE CL OF L 4 gREEK RD. THE SOUTH LEG OF AN SCE TOWER SHOWN AS N00'12 35 E ON RE60RD 343' NORTH OF HIGHLAND 0.2 M/ WEST OF SURVEY MAP RLED IN OF SAN SEVAINE RD., 26t M/ WEST R.S.B. 111/99-103 OF SIERRA AVE. ELEVAnaw; 11428.609 Prepared Under The Supervision Of PMFAlEDN71EAFACEAF MDOLEAADA.SSOrr7AM4 /NC 10601 CHURCH STREET , STE. 107 RANCHO CUC?,MO/ GA, CA 91730 PHONE (9091 948-1311 RCE 3 637 EXP. 06-30 0, WENDELL L. IWATSURU W J:\126-1751\TR16427-1\Streets\ST09.dwa. 12/12/200309:54:40AM. DM' lw (40 Z V Cfr y OFFONTANA CAL/FORMA li/ PRIVATE STREET IMPROVEMENT PLANS DRAWN BY- TRACT NO. 16427-1 & 16427-2 SCALE. AS SHOWN MA DESIGNED BY DE IL SHEET DA 7F- AUGUST 2003 co N EF Vftft CHECKED BY APP VEQ BYE % DRAWING NO.: 9 A-sw - Ok lZ - ZZ -0 3491 9 r`R CITY FNGINEER R. G E. 51152 DA 7E J:\126-1751\TR16427-1\Streets\ST09.dwa. 12/12/200309:54:40AM. DM'