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Home My WebLink About3503-7H N Kf WD . L N W N /� OC w /1 mu CURB OPENING E�< CRTC BASIN (S?I- I I t3z0 L`1 I I B CURB CURB POINT A a L" I & 0 51 59 DINT B POINT C j PO NTD GUTTER POINT E LLS POINT F A B POINT G a LAN -+--DIRECTION OF FLOW P DIRECTION OF FLOW w a Z� N K WD L N iv fPOINT B - ZPPOINT C. POINT D . F POINT A FLOW LINE PROFILE _ FLOW LINE CASE A W f. CURB OPENING - E o W CATCH BASIN (S) W_aU, #o3z:_ II II ) C - - - - - - - i CURBCURB 7POINTA O ST & POINT B POINT C/G,y/ POINT 0 GUTTER POINT C ALAN ZE RECTI J q DIRECTION OF FLOW -� PdINT F POINT G a -DIRECTION OF FLOW a cN-' L Wp L- N zlc� 1_ - rPOI.NT D POINT A -p01ryT g POINT C FLOW LINE PROFILE NE CASE B 150 mm (67 25 mm (1") 150 mm (6•) 25 mm W) M M M,G,OR VAR. 450 mm VAR. 50 mm VAR. I VAR. - I CURB p ° VALLEY RIDGE V�VALLEY- FACE + H E:" E D^ 1. _j o D� o t e SECTION A -A SECTION B -B SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE LOCAL DEPRESSIONS STANDARD PLAN PUBLIC WORKS STANDARDS INC.,r GREENBO COMMITTEE AT CATCH BASINS METRIC 19 rasa . 313 - 1 REV. 1998 SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 5, 6 7' 6' S, Il BNL TMORE WAY CB 1- W= 7; V=4.5' SCALE- 1"_ 10' hI.:- �CC- O h + 4 L0 Lo NU N. V) N_ V5 F`' 7' 6' S, CANYON LAKE LANE f" CB 4f 6 , W=7, V=5.18' SCALE: 1"-_10' BIL 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 DEPRESSION SHALL MEET THE FINISHED STREET SURFACE. 4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED: THE ELEVATIONS OF POINTS F AND G SHALL BE SET H, HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS A AND D, RESPECTIVELY. THE ELEVATIONS OF POINTS P AND R SHALL°BE SET Ha HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS B AND C, RESPECTIVELY. THE ELEVATION OF POINT S SHALL BE SET HZ NIGHER THAN THE ELEVATION AT THE NEAREST GUTTER FLOW LINE. WHERE THERE IS NO .GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF -RO T- E SHALL BE SET 143 HIGHER THAN THE ELEVATION AT THE NEAREST TOE'OF CURB. 5. DIMENSIONS: H - NOTED ON THE PROJECT PLANS. . H1 = NOTED ON THE PROJECT PLANS. H2 = NOTED ON . THE PROJECT PLANS. Ha - NOTED ON THE PROJECT PLANS. G - 600 mm (2 Feet) K = 1.5 m (5 Feet) L = 1.8 m t:6` Feet) M - 1.2 m (4 " Feet) N - 1.5 m (5 Feet) WD - 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- SOUTNv=RIV CALIFORNIA CHAPTER STANDARD PLAN METRIC LOCAL DEPRESSIONS AT CATCH BASINS 313-1 zf CB 7 W= 7, V=4.5' SCALE. 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT _.�...�w.�_.� TMORE WAY 5'. 6' T 6' S' CB 2 W=7; V=4.5' SCALE.• 1 "=10' D Gvq o Y gti�FS STANDARD PLAN 300 - 2 CURB OPENING CATCH BASIN SHEET 4 OF 4 zf CB 7 W= 7, V=4.5' SCALE. 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT _.�...�w.�_.� TMORE WAY 5'. 6' T 6' S' CB 2 W=7; V=4.5' SCALE.• 1 "=10' D Gvq o Y gti�FS • 1 "=10' REVISION DESCRIPTION ILE C,im,D DRAWING I ><I PLAN '15M a 300 mml#40121I FACE PLATE. _ EACH WAY ASSEMBLY S magi/41)R STREET, GUTTER, . OR LOCAL PRES- SION SURFACE (4')R� �_ m IL �j L SLOPE , FLOW LINE v =' ; 3 IRm DT1�) Lt E � IIS :.. o AY r CURB ZINE c a W :11F �j STEP FSTEPS t (49MIN. 300 mm 73 mm � (124MAX. (3•)R i� wa r _ �o OPTIONAL SUBGRADE CONNECTOR PIPE q�OR MONOLITHIC _ CATCH BASIN Hz 8 CONNECTION OU •� SECTION A -A • 100 mm 200 mm(a') I4•)R toM(•4) 90° DOWEL DETA i L TURAL DATA NEAR DIMENSIONS AND WENT REQUIREMENTS REINFORCEMENT • IF REQUIRED IN FRONT REAR BOTTOM END WALL WALL SLAB .WALL '1 150 mmi6•I )•) zoo mmta•I 1500mm 0 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE - - STANDARD DICP PUBLIC WORKS STANDARDS INC. � CURBOPENING CATCH BASIN OREENBOOK COMMITTEE 300-2 7884 STANDARD PLAN 300 - 2 CURB OPENING CATCH BASIN SHEET 2 OF 2 � '`• i � co o� o � o NN N� hh � � ,� L.5 oc . • 1 "=10' REVISION DESCRIPTION ILE C,im,D DRAWING I ><I PLAN '15M a 300 mml#40121I FACE PLATE. _ EACH WAY ASSEMBLY S magi/41)R STREET, GUTTER, . OR LOCAL PRES- SION SURFACE (4')R� �_ m IL �j L SLOPE , FLOW LINE v =' ; 3 IRm DT1�) Lt E � IIS :.. o AY r CURB ZINE c a W :11F �j STEP FSTEPS t (49MIN. 300 mm 73 mm � (124MAX. (3•)R i� wa r _ �o OPTIONAL SUBGRADE CONNECTOR PIPE q�OR MONOLITHIC _ CATCH BASIN Hz 8 CONNECTION OU •� SECTION A -A • 100 mm 200 mm(a') I4•)R toM(•4) 90° DOWEL DETA i L TURAL DATA NEAR DIMENSIONS AND WENT REQUIREMENTS REINFORCEMENT • IF REQUIRED IN FRONT REAR BOTTOM END WALL WALL SLAB .WALL '1 150 mmi6•I )•) zoo mmta•I 1500mm 0 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE - - STANDARD DICP PUBLIC WORKS STANDARDS INC. � CURBOPENING CATCH BASIN OREENBOOK COMMITTEE 300-2 7884 STANDARD PLAN 300 - 2 CURB OPENING CATCH BASIN SHEET 2 OF 2 REV. 1898 SHEET 7 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 300mm 1•) Iso mm(s•I �2� �2 STANDARD PLAN 300 - 2 CURB OPENING CATCH BASIN SHEET 2 OF 2 REV. 1898 SHEET 7 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION � of of of � of Do + of Do of of a; rn b 5' 6' 10' L=5' EL REVINO DRIVE `'� NOTES: I. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED SIDEWALK OR I5 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 ORA 25 mmil•) 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(4.59. Vu= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE {INERT 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•). ..VI =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. S. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI- FIED. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM ENO 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 A7 A SKEW NECESSARY TO INSURE MINIMUM 80 mm(3') PIPE EMBEDMENT. ALL AROUND. WITHIN THE CATCH BASIN WALL. AND 75 mm(3•) 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 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 mm(12') APART. THE TOP STEP SHALL BE 175 mm(7") BELOW THE TOP TO THE MANHOLE AND PROJECT 65 mm(2-I/21. ALL OTHER STEPS SHALL PROJECT 130 mm(5'). 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(79 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 CURB OPENING CATCH BASIN SHEET 2 OF 2 �w CYPRESS AVE. Co � v � Go o^p"� CB 3 CB 4 W=14 ; V=5.18' W= 10' V=S. 0' SCALE.• 1" 10' SCALE. • 1 "=10' 6' 7' 6' S' O� //to;CIS <h O)<I' arl^ / o�p Dip op OO O �I (33,C6 / F c6 06 • 1 "=10' Els404 _ .. .. �. . �_ ,� ;� .- .. • , . ��4��, 1. yy,'�/ G�.��? "- . . * . �._. �. '� � '��''• •. fit/ 2" NO 36637 � �'� � 'P'i y, lti R YT"., °OM1 �7'lm PAVE�� fig. i\.+1�g�.8..& #'�ozA" O BENCH MARK: # 615 BASIS OF BEARINGS: RAILROAD SP/KE AT IN7ERSEC710N OF 71.1E BEAR/NG OF N70'35'27E• ALONG THE � CITRUS AVENUE AND LOS CEDROS CENTERLINE OF SIERRA LAKES PARKWAY � AVENUE, IN POWER POLE N0. 9011E AS SHOWN ON PARCEL MAP N0. 15829, ON THE EAST SIDE OF C11RUS AVENUE. FILSIERRA LAXES SPECIFIC PL A M EM ED /N BOOK 198, PAGES 60 THROUGH Q 64 OF PARCEL MAPS, WAS USED AS THE ELEVATION: # 1467.59 BASIS OF BFJIRINGS FOR THIS MAP. � DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA Z Q� PREPARED IN THE OFFICE OF Q COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL deUeSLJ.-�Ey MADOLE AND ASSOCIATES, INC. STREET IMPROVEMENT PLANS � N BY: TTR.N0.16267-2 SCALE � R. N0.16267, TR. N0.16267-1, Q_SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, DRAWI� a� No. £x5195 0 10601 CHURCH STREET, STE. 107 CC AS SHOWN :Z � RANCHO CUCAMONGA, CA 91730 TR.N0.16267-3, TR.N0.16267-4, TR.N0.16267-5 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO PHONE (909) 948-1311 DESIGNED BY: "IL SHEET DATE Expl 9-ao-os MJG CC DEC. 2003 � / BRING THEM INTO CONFORMANCE WITH CONDITIONS AND CIV Date : Z , /t.o; E BY: -- � 0YE- �d4u 14 D BY: DRAWING NO.: W STANDARDS IN EFFECT. RCE 65195 EXP. 9-30-05 MJG/LP lL • L� '�3 3503 � 7 g ULA 1� ii CB 5 W= 7' V= 4.5' SCALE. 1 ITV ENGINEER R.C.E. 51152 DATE � J:\826-1181\Street\st07.dwg, 12/19/2003 01:06:17 PM, cc TOLL FREE 'w*�