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Home My WebLink About3882-2INDEX MAP SCALE 1:100 DRAINAGE NOTCH Al DETAIL 'A2' NOTE PLATE AND ANCHOR BOLTS NOT SHOWN. �ETAIL. 'A3" STORM DRAIN PLAN SHEETS Q FLOW DIRECTION PRECAST RCP SECTION SECTION AI -AI LOOKING UPSTREAM SEE NOTE2 �rnwno 1 rt�.r1 UTILITY AGENCIES CITY OF FONTANA 8353 SIERRA AVE FONTANA CA 92335 TELEPHONE (909) 350-7610 THE GAS COMPANY -- DISTRIBUTION FACILITIES 16231 VALLEY BLVD. FONTANA, CA 92335 TELEPHONE (889-9711) OR (800) 422-4133 THE GAS COMPANY -- TRANSMISSION DEPARTMENT BREA, CA 92621 TELEPHONE (909) 529-2889 OR (800) 422-4133 SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD AVENUE FONTANA, CA 92336 (909) 357-6231 (SO. OF MERRILL) (909) 357-6223 (NO. OF MERRILL) (800) 422-4133 SAN BERNARDINO COUNTY FLOOD CONTOL DISTRICT 825 E. THIRD STREET SAN BERNARDINO, CA 92408 (909) 383-1665 PACIFIC TELEPHONE AND TELEGRAPH COMPANY 3073 ADAMS STREET RIVERSIDE, CA 92504 (714) 359-2585 OR (800)422-4133 FONTANA WATER COMPANY 8440 NUEVO AVENUE P.O. BOX 987 FONTANA, CA 92334 (909) 822-2201 GENERAL TELEPHONE COMPANY 245 N. MOUNTAIN AVENUE POMONA, CA 91766 (213) 357-2257 OR (800)422-4133 TOLL FREE -qqmmmwp-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT FLOW 40 mm 5 mm (1 1/21 MIN.-", (3/16) r RCP INVERT DRAINAGE NOTCH 600 mm R41 o t RCP I x I in n 45%// PL 15 mm (1/2) It 360° (GALVANIZING NOT REQUIRED) • Cts I� 5 15 mm (1/2')R c �p °p . HIGH STRENGTH, (31 (OPTIONAL) NON -SHRINK GROUT 25 mm (1') MIN. IO mm 0x 100 mm DETAIL "A2" STUD ANCHORJOR LT, /HIGH STRENGTH. EQUIVALENT O 450 mm NON -SHRINK GROUT (181 OC, SEE NOTE 6 NOTE: PLATE AND ANCHOR BOLTS NOT SHOWN. DETA I L 'A30 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED TA BY THEDARDS PUBLIC WORKS STANDARDS INC., VELOCITY CONTROL RING STANDARD PLAN METRIC. GREEN8019�OMMTREE PRECAST RCP SECTION 383-1 REV. 1998 - - SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION DUE R/W -- 7 5' 1 2.5' 1 _ 4.5' I 1 10.27 I SLOPE 1/4":1' SIDEWALK 6" CURB & GUTTER TC = CL + 0.03' FL = - 0.47' 25' 25' 1. 18' 1 18' 6' 1 12' 12' LEVEL I LINES I � I 0.03' 0.27' \ SLOPE /4:1 2Z 2Z r ---�- 4" AC PAVEMENT > SIDEWALK 6" CURB & GUTTER 12" COMPACTED TC = CL + 0.03' NATIVE SOIL, FL = - 0.47' 95% COMPACTION 6" C&G PER CITY OF FONTANA S. P. NO. 1003 TYPICAL ONSITE STREET SECTION, 1-1-5.5 R/W 7' I 6' 4.5' 1 2.5-1 PUE N.T.S. Rd' 32' 32' 8' (0.54'), -(0.00') I (0.24 EX. SIDEWALK EX. CURB & GUTTER 20' i 20' 12' 12' LEVEL I LINE (0.30) A?24)EX. AC PAVEMENT (2 1/2" AC OVER 12" COMPACTED NATIVE SOIL) CYPRESS AVENUE (EXISTING, FOR REFERENCE ONLY) N.T.S. R/W PUE 12'8'4' 5' (0.54')' (0.00') SIDEWALK EX. CURB & GUTTER NOTES I. DRAINAGE NOTCH OF VELOCITY CONTROL PRECAST SECTIONS SHALL BE PLACED ON THE RCP INVERT AND CENTERED ON THE RCP CENTER LINE. 2. THE LOCATION AND SPACING OF THE VELOCITY CONTROL RINGS ARE SHOWN ON THE PROJECT DRAWINGS. THE SPACING BETWEEN THE RINGS UPSTREAM TO DOWNSTREAM SHALL BE A MULTIPLE OF 1.2 m (W-01. 3. PRECAST RCP VELOCITY CONTROL RINGS SHALL BE MANUFACTURED PER SECTION 207-2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. REINFORCING STEEL CAGES SHALL BE THE SAME AS THAT OF THE ADJACENT RCP EXCEPT THAT AN ADDITIONAL CAGE MAY BE ADDED, THE RING DOES NOT HAVE TO BE D -LOAD TESTED. 4. VALUES D AND H ARE SHOWN ON THE PROJECT DRAWINGS. THE VALUE H SHALL BE A MULTIPLE OF 37.5 mm 0 1/2'). 5. THE MINIMUM INSIDE DIAMETER (D -2H) SHALL BE 900 mm (36'). 6. IOM (•3) REINFORCING STEEL BARS 300 mm (12') LONG WELDED TO THE REINFORCING CAGES MAY BE USED IN PLACE OF THE J BOLTS OR STUD ANCHORS. 7. CONCRETE STRENGTH FOR VELOCITY RINGS SHALL BE 35 MPo (5,000 PSI) AT 28 DAYS. 8. 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 BAR 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. RECORD DRAlloVI VG PREP•4RED 8Y A4ACOLE AAV Ad DCDC447Es�-� 6,�" -0t. 4:,,� I RCE 36637 .. 2 RECUF*1 DRAINING THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO -THE DOCUMENTS AS A RESULT THEREOF lb. 36637 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN M'C 383 - 1 SHEET 2 OF 2 VELOCITY CONTROL RING PRECAST RCP SECTION REV. REVISION DESCRIPTION DATE ENGR. Cly)DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Q REVISE STREET NAMES 9/14 DRG _I91 REcoRp pRawI/vc -01 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 THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. s w F _I t 7lals CURB OPENING CATCH BASIN ISM P 300 EACH WAY 5 mm(1/4')R mm(*4012') x? FACE PLATE ASSEMBLY STREET, ORLOCL D \S ION SURFA J� - - zF 0 P I STEPS \ H 0. \ )00 mm (4')R W I a I u I / I 312 SLOPE --- z FLOW LINEFACE 75 mm 7- (3 )R PLATEDOWE DOWEL SCORING c LINE CURB LINE2 EXTRA 15W@4)STEPSIF _-1 ON 2 SIDES OF MANHOLE FRAME ) 100 mm AND COVERI (4')MIN. 300 mm 75 mm CATCH BASIN E (12')MAX. (3')R MANHOLE I w^ ANDCO ERRAME o IA v za x} DOWEL (TYP.) PLAN x + w Q m Ix U OPTIONAL SUBGRADE CONNECTOR PIPE OR MONOLITHIC CATCH BASIN B CONNECTION SECTION A -A 200 mm(e') IOM(94) 90° nM DOWEL DETAIL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER K L CURB OPENING CATCH BASIN oz GREENBOOK COMMITTEE x? ONSITE STORM DRAIN IMPROVEMENT PLAN J� - - zF 0 P I STEPS \ H 0. \ ou W ` I a I u I / I /- 100 mm DOWEL (TYP.) PLAN x + w Q m Ix U OPTIONAL SUBGRADE CONNECTOR PIPE OR MONOLITHIC CATCH BASIN B CONNECTION SECTION A -A 200 mm(e') IOM(94) 90° nM DOWEL DETAIL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PRWORKSTANDARED BY E PUBLIC WORKS STANDARDS INC. CURB OPENING CATCH BASIN STANDARD PLAN METRIC GREENBOOK COMMITTEE SHEET 2 OF 2 ONSITE STORM DRAIN IMPROVEMENT PLAN 1984 S AS SHOWN 300-2 REV. 1996 SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SES: 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(4.59. 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'). 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. 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 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(2-1/2'). ALL OTHER STEPS SHALL PROJECT 130 mm(5'). 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(71 ON CENTER (MAXIMUM) ALONG THE BACKWALL. S. 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 PLAN PREPARED BY: 300 - 2 CURB OPENING CATCH BASIN SHEET 2 OF 2 Q O rl)0 O Ln O O N 1-1 00 0) 3 N O I O I O 0 I 00 / 0 (n C� Z W �t- 0 0I 00 00 / v 0 �PROFRc � p F Q cr UNo. 024725 l * Exp.12/31/05 * IIML �� C �Fp PLAN PREPARED BY: CITY OF FONTANA, CALIFORNIA VAN DELL AND ASSOCIATES, INC. CIVIL ENGINEERS SURVEYORS LAND PLANNERS ONSITE STORM DRAIN IMPROVEMENT PLAN DRAWN BY: AMN TRACT NO. 17027 DESIGNED BY:DATE: EMR INDFC*P/WICAL SECTIONS, AND DETAILS S AS SHOWN 17801 CARTWRIGHT ROAD IRVINE CA 92614 (949) 474-1400 06-01-05 UNDER TFE 8UPERVNKW l v _ U S CHECKED BY: RID DRG ICARDO SANDOVAL, City Engr. R.C.E. 51152 DATE: DRAWING NO.: 3882 2 �4 DONALD R. GORDON R.C.E. 24725 DATE Q O rl)0 O Ln O O N 1-1 00 0) 3 N O I O I O 0 I 00 / 0 (n C� Z W �t- 0 0I 00 00 / v 0