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Home My WebLink About2571-4FACE ASSEMBLYTE 04 12' CURB FACE 4 H r EACH WAY:� ,�-C----------��--y r' 4•R STREET, GUTTER R OR LOCAL DEPRESISION 1 i FACE , 1 FLOW LINE SURFACE PLATE- I -SCORING -�-' 12 EXTRA o4 i LINE 41. ,3• R I ON 2 SIDES OFCURB LINE _ R -3:2 SLOPEl I MANHOLE FRAME i i AND COVER DOWEL(TYPI • I" CI I . � CATCH BASIN i 1 STEPS c= t F 1 MANHOLE FRAME. /I AND COVER `` I I <• ' > / Ifr--T I I , 3• R , 4" MIN. -- 12" MAX. S CL I A -,STEPS ~ I L -r 1--------� •�� ' \ I OPTIONAL SUBGRADE W> I I ' ) \ I B -CONNECTOR PIPE I -�I OR MONOLITHIC CATCH BASIN -'-�- - -� r l "R ` �A \OPTIONAL ROUGHENEO CONNECTION CONST JOINT (TYP.) /// SECTION A -A m ,- DOWEL (TYP.)- PLAN. < r •4 STRUCTURAL DATA' + WALL AND SUB DIMENSIONS DOWEL DETAIL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 300-1 SHEET 2 OF 2 CURB OPENING CATCH BASIN STANDARD PLAN PROMULGATED BY THE APWA-AGC_ JOINT COOPERA9T•I`VE COMMITTEE -CURB OPENING CATCH BASIN 300-1 AND REINFORCEMENT REQUIREMENTS USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION REV' 1992 SHEET 1 OF 2 REINFORCEMENT MAXMAX t tF REQUIRED IN W V FRONT I REAR BOTTOM END P.M.B. 28/18 WAS USED AS THE WALL WALL SLAB WALL ■ 1 fi i . 1 l 1 .a ► _-�- 3.5'112' B B T' e' 8 6 0 E E 7' 12' • B N. U 14' 4 8 6" /R F' 8 8 B E D R 14 12' B" b" F C D eml 4 8 R M DRAWN BY: 8' 8" E F 10601 CHURCH STREET, STE. 107 RANCHO CUCAMONGA, CA. 91730 ERF 9 T SHOWN < PHONE (909) 948-1311 DESIGNED BY: + a 10' 12' B 10 10" 0 �- OR YIi>28' V)12.OR 8)4 SEE PROJECT PLANS AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 300-1 SHEET 2 OF 2 CURB OPENING CATCH BASIN STANDARD PLAN PROMULGATED BY THE APWA-AGC_ JOINT COOPERA9T•I`VE COMMITTEE -CURB OPENING CATCH BASIN 300-1 SHEET 1 OF 3 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION REV' 1992 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION • A /--E bort-2 aboveand MI ® le'ac w • / 2 bobw opening. C bors.--% 1 ebser I •T /2•nM7. • (\•�Q,� \ -i-3,Rodius- '� ' fSee note 3J. /•c� A Varies. - ol / /r. VIA �\ r T z DO E2 loth obow and ` w ry G.C. or -•• w 1?'o.c Aped \\�� i �C 4 6 /e'oe. or closer SECTION A -A he's. Ar NOTES I Reinlorcinp stool, per Std. Dwg. 2-0171, sho/l be / !f'c/eor lion► loco of courmfe untess otherwise shown. PLAN - 2. Remforcing steel for mm* loco of cath basin roll rho// CORNER CONNECTION be cut of confer of openAv and bent sub wo//s of fiMmlithie eonneehom. Rein oirwg sftel for outside foes \ of catch boson wa// shot/ be cut 2 clow of opening. Comwfion shall be powwd nepno/ifhie with catch basil, A TM rour4 d ;do of auflef shall be ea ##ted by powang Canerete against o CurWd farm With a radius of 3' 4. Floor of strueMw SAW/ be stool-ft~Aod to ging line. D bars -2 above and 'I Connochons SAO// be constnVled when: below opening. � , ` (o). Pips. AF Aches through 72 #whes A7 dbowtor, inlet w oaNM slvough corner of catch basin. (b1. Angle A, for pipes 24 inches through 30 inches in An to A- d� flwiwr, is 700or tots. TSN nob 5)-7 A (e). Pip;; /S inches through 72 inches A• diameter, refer or outlet /h aw wo/l of Catch boseP �' r-rRodi� //. / r-1 zfibite of foie cennic>•w�� Bars -0), eRtind 00 lobe we// note 3\ Y' I per lfe �//icor/i eefeti bosi� sfensrd S�\ k< Irie. or cmor C, bars. •� A , PLAN SIDE CONNECTION , D Q E 08 E REVISIONS LOS ANGELES COUNTY 8 T C Dors bars B T C bars bars 0. .An seas.,..,.■ FLOOD CONTROL DISTRICT 12" 4• 42' 7'h' 0 1L6e Rewsod mak 3(c) IS• 4'A 43 7'Y. ® /-/4'7/ ReviJedA'orl►JlCI CONNECTION TO 21"s• se $16" CATCH BASIN FOR PIPES •6 .o 27 5W a L11 5i 9'A 1p a 12 INCHES THROUGH T2 INCHES ® ,m 33• elk V 63• 36 C.M C. ArrAevao ar ./4zA.ueitai 1 iR 1 1A, ......... e • 1 A,we•o .. rm.A a. ear,■ ra..aaA 1 •CALK overs NO. 2-D 224 „�„,•,", NONE MAR. 1.59 aMsrr 1 Cw , NOTES: 1. 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 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, 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 = 3 FEET 2 INCHES V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET = 4.5 FEET. 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 12 INCHES. - V, = 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 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 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 CUTTING STANDARD LENGTHS 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 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 (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 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 300-1 SHEET 2 OF 2 CURB OPENING CATCH BASIN I-ALERTI DIAL TWOWORKIN BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT' 0 EXISTING RCP ¢ MAIN LINE STORM DRAIN EXISTING RC BOX STORM DRAIN z - _k_� __I� , I PLAN CHIP PIPE TO SURFACE OF CONC. CONCRETE AND ROUND EDGES PIPE __\ - a. � MORTAR a V- CONC. 00 PIPE UNDISTURBED - EARTH 1 SUPPORT PIPE ACROSS LOD� TRENCH WITH 420-C-2000 CONCRETE BACKFILL. 1 SEE NOTE 3 MINIMUM BEARING SURFACE • OD/2 SECTION B - B CASE I PLAIN CONCRETE PIPE SECTION C - C D ■ 24- MAX. i VARIES TO SUIT 4' MIN. CONDITIONS v CLASS C MORTAR -1---- - Q PLAN f Aq 9 SECTION 8' MAX. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE APWA-AGC PIPE CONNECTIONS TO STANDARD PLAN JOINT COOPERATIVE COMMITTEE ,992 EXISTING STORM DRAINS 335-0 SHEET 1 OF 3 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION THESE RECORD DRAWNGl1; HAVE diiN PRIPMEA IN PART, ON THE BA818 OF PP ORMArM OOMPILECI AM FURNISHED BY OITFM TM ENQNIItER WILL NOT U RESPONSIBLE FOR ANY OR 010141M wwrww" HAVE BEEN 1,10mi rm Tile DOO Mi M A3 A RESULT THE REOR NOTES CASE I AND CASE 3 I. OUTSIDE DIAMETER OF THE CONNECTOR PIPE SHALL NOT BE GREATER THAN 1/2 THE INSIDE DIAMETER OF THE RCP MAIN LINE. 2. INSIDE DIAMETER D OF THE CONNECTOR PIPE SHALL NOT BE GREATER THAN 24'. 3. THE MINIMUM OPENING INTO THE EXISTING STORM DRAIN SHALL BE THE OUTSIDE DIAMETER OF THE CONNECTING PIPE PLUS V. THE CONCRETE BACKFILL SUPPORTING THE CONNECTING PIPE MAY BE OMITTED IF THE PIPE IS LAID ON UNDISTURBED EARTH TO STORM DRAIN WALL. 4. ALL CSP AND FITTINGS SHALL BE GALVANIZED. BAND CONNECTORS MAY BE 2 GAGES LIGHTER THAN THE PIPE, BUT WITH A MINIMUM GAGE OF 16. THEY SHALL BE CONNECTED AT THE ENDS BY ANGLES HAVING MINIMUM DIMENSIONS OF 2'x2'x3/16• AND 5 1/2" BOLTS. 5. WHEN JOINING A RCP CONNECTOR PIPE TO A CSP CONNECTOR PIPE, THE INSIDE DIAMETER D OF THE CSP SHALL .BE AT LEAST EQUAL TO BUT NOT MORE THAN 3' GREATER THAN THAT OF THE RCP. 6. CONNECTOR PIPES SHALL BE NOT MORE THAN 5' ABOVE THE INVERT. 7. CONNECTOR PIPES SHALL ENTER MAIN LINE RCP RADIALLY. 8. WHEN CONNECTING TO. A RCB, STANDARD PLAN 333 SHALL BE USED IF THE TOP OF THE CONNECTOR PIPE IS LESS THAN 12• BELOW THE SOFFIT OF THE RCB OR THE FLOW LINE OF THE PIPE IS LESS THAN 13' ABOVE THE FLOOR OF THE RCB AT THE INSIDE FACE. CASE 2 9. SADDLE CONNECTIONS SHALL BE USED WHEN CONNECTING TO PIPES 21" OR LESS IN DIAMETER WITHOUT THE USE OF JUNCTION STRUCTURES OR PRECAST Y BRANCHES. 10. TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MAIN PIPE SO ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTING PIPE. 11. THE OPENING -INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THE SADDLE SO THAT NO PART WILL PROJECT WITHIN THE BORE OF THE SADDLE PIPE. 12. THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN IN CASE I AND CASE 3. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER REVISION DESCRIPTION PIPE CONNECTIONS TO EXISTING STORM DRAINS THE C.L. OF CHERRY AVE. BEING N 00°08'09• E PER P.M. 1959, P.M.B. 28/18 WAS USED AS THE -11 ■ 1 fi i . 1 l 1 .a ► _-�- BASIS OF BEARINGS FOR THIS PLAN Prepared Under The Supervision Of: CITY OF FO NTANA, CALIFORNIA IN THE OFFICOF MADOLERED AND ASSOCIATES, INC. THESE RECORD DRAWNGl1; HAVE diiN PRIPMEA IN PART, ON THE BA818 OF PP ORMArM OOMPILECI AM FURNISHED BY OITFM TM ENQNIItER WILL NOT U RESPONSIBLE FOR ANY OR 010141M wwrww" HAVE BEEN 1,10mi rm Tile DOO Mi M A3 A RESULT THE REOR NOTES CASE I AND CASE 3 I. OUTSIDE DIAMETER OF THE CONNECTOR PIPE SHALL NOT BE GREATER THAN 1/2 THE INSIDE DIAMETER OF THE RCP MAIN LINE. 2. INSIDE DIAMETER D OF THE CONNECTOR PIPE SHALL NOT BE GREATER THAN 24'. 3. THE MINIMUM OPENING INTO THE EXISTING STORM DRAIN SHALL BE THE OUTSIDE DIAMETER OF THE CONNECTING PIPE PLUS V. THE CONCRETE BACKFILL SUPPORTING THE CONNECTING PIPE MAY BE OMITTED IF THE PIPE IS LAID ON UNDISTURBED EARTH TO STORM DRAIN WALL. 4. ALL CSP AND FITTINGS SHALL BE GALVANIZED. BAND CONNECTORS MAY BE 2 GAGES LIGHTER THAN THE PIPE, BUT WITH A MINIMUM GAGE OF 16. THEY SHALL BE CONNECTED AT THE ENDS BY ANGLES HAVING MINIMUM DIMENSIONS OF 2'x2'x3/16• AND 5 1/2" BOLTS. 5. WHEN JOINING A RCP CONNECTOR PIPE TO A CSP CONNECTOR PIPE, THE INSIDE DIAMETER D OF THE CSP SHALL .BE AT LEAST EQUAL TO BUT NOT MORE THAN 3' GREATER THAN THAT OF THE RCP. 6. CONNECTOR PIPES SHALL BE NOT MORE THAN 5' ABOVE THE INVERT. 7. CONNECTOR PIPES SHALL ENTER MAIN LINE RCP RADIALLY. 8. WHEN CONNECTING TO. A RCB, STANDARD PLAN 333 SHALL BE USED IF THE TOP OF THE CONNECTOR PIPE IS LESS THAN 12• BELOW THE SOFFIT OF THE RCB OR THE FLOW LINE OF THE PIPE IS LESS THAN 13' ABOVE THE FLOOR OF THE RCB AT THE INSIDE FACE. CASE 2 9. SADDLE CONNECTIONS SHALL BE USED WHEN CONNECTING TO PIPES 21" OR LESS IN DIAMETER WITHOUT THE USE OF JUNCTION STRUCTURES OR PRECAST Y BRANCHES. 10. TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MAIN PIPE SO ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTING PIPE. 11. THE OPENING -INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THE SADDLE SO THAT NO PART WILL PROJECT WITHIN THE BORE OF THE SADDLE PIPE. 12. THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN IN CASE I AND CASE 3. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN 335-0 SHEET 3 OF 3 PIPE CONNECTIONS TO EXISTING STORM DRAINS TEMP. B. M. BENCH MARK: / 361 FOUND CHIS.' ' ON TOP OF SPIKE IN NORTH FACE OF CURB ® BCR ® S.W. CORNER OF PP #1536697E. @ S.W. BASELINE do REDWOOD ELEV. COR. OF BASELINE AVE. 1320.93 (PER PFEILER do ASSOC. 6 SULTANA AVE . BENCH RUN DATED 7 /16 /93) ELEVATION: 1365.01 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT oQPOFESSIJ COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �Q,`��ILIU/NV c� SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No. . 14814 m THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO x Exp: 3-31-01 BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. `rl. , CIVIL ,.v�\� j 4. MAIN LINE EXISTING RC BOX STORM DRAIN EXISTING RCP STORM DRAIN LA �t 45• I I 4, I \ RE Ov CV Q J PLAN i RCP CLASS C MORTAR CSP OR RCP RCP , CSP OR RCP } I F UNDISTURBED EARTH J CORRUGATED STEEL SUPPORT PIPE BAND CONNECTOR (CS BAND CONNECTOR ACROSS TRENCH NOT NEEDED FOR RCP) WITH 420-C-2000 , CONCRETE BACKFILL. SEE NOTE 3 `- BURN OR CUT PIPE TO SURFACE OF CONCRETE AND ROUND EDGES OF RCP SECTION E - E OPTIONAL RECTANGULAR COLLAR o� DIA. OF C S P MIN. GAGE 15• - 21• I 16 ODMINIMUM BEARING 24- P14 SURFACE = OD/2 SECTION F - F CASE 3 RCP OR CSP D = 24- MAX. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTERSTANDARD PLAN 335-0 SHEET 2 OF 3 PIPE CONNECTIONS TO EXISTING STORM DRAINS 1 BASIS OF BEARINGS: THE C.L. OF CHERRY AVE. BEING N 00°08'09• E PER P.M. 1959, P.M.B. 28/18 WAS USED AS THE BASIS OF BEARINGS FOR THIS PLAN Prepared Under The Supervision Of: CITY OF FO NTANA, CALIFORNIA IN THE OFFICOF MADOLERED AND ASSOCIATES, INC. STORM DRAIN PLAN OF THE INLAND EMPIRE DRAWN BY: CONSTRUCTION SCALE: LE: 10601 CHURCH STREET, STE. 107 RANCHO CUCAMONGA, CA. 91730 ERF DETAILS SHOWN PHONE (909) 948-1311 DESIGNED BY: TRACT N0. 15709 DATE: ERF MARCH 2000 Date' -//- Oo O.M. MADOLE R.C.E.14814 EXP.3-31-01 CHECKED BY: MLB APPROVED BY: DRAWING NO. 25714 CITY ,ENGINEER R.C.E. 25126 DATE 4 CITY OF FONTANA BLANK SHEET - 21 L0, 2551 PF: 1050 1099 -WU-MaIgA-pe 03: 50 PM / 126-1050-1