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Home My WebLink About3042-6AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PUBLIC WORKS �RNC - CURBOPENING CATCH BASIN STANDARD PLAN METRI N�DS OREENBCM COMINKME L0 I- LL_ to I- La_ 19111 HORIZ. 1 300-2 REV. 19" SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION In - _ I - Lt JLALtJ n II L0 I- LL_ to I- La_ 00 HORIZ. 1 A 90'00'00" 47.12' O 00 30.00' VERT. 1 =4 90'40'06" _ n? 11+00 12+00 13+00 14+00 10+00 11+00 J -w 12+00 U p� C" Go d SIH -U_ I__U_ � 1 i � HLZ! S FU-LJi - -- -- - U U J U t0 U U J 142.93' I� CC CD N 10 N N N <n N r� co tD In H LL_ U') ;= LL_ n II L0 I- LL_ to I- La_ 00 TANGENT A 90'00'00" 47.12' O 00 30.00' _z0!O 90'40'06" CY! n? 30.35' 4OOOIprn� I- d Go d Do m O> 4* m .0-4 12.77' E 141'11'49" 1 142.93' 58.00' 164.69' 22' 22' I , I r- cv I In -- SIDEWALK � W r7 ^coo (p - - Uj W v ^ W N tri tri N LQU-) W) � LO LO � In L!7 ±C>C> ± CDP al ±3=±C>C:) ±CDC> SIDEWALK CURB FACE CURB FACE CL INT 1494.40 FS GUTTER LINE 12+01.59 BRIANNE LN. CLINT G R ETC H E N CT. 1505.35 FS 1505.35 FS GUTTER LINE 1494.39 FS 11+93.00 WIDGEON WAY CL INT14+27.04 e e » ANNE LN. CHANTEL DR. « „ 1, _ ': ; 10+00.00 EILESA WAY ELESA WAY SEE SHEET 5 11+38.01 DULCINEA LN. DETAIL E -CB #12C HETTY ST. SEE SHEET 3 DETAIL D -CB #24A g � ; : /.0 SEE SHEET 7 MATCH LI N E '� 10+76.40 -11+93.01 CORI WAY NTS SEE SHEET 4 -1 10+75.34 » 54 I In I 54 - - 20' 20 NTS 4 r ' = ��- 4 4 I 10+76. �;=L CL 16 DWY P $ oo �' A A. n - i II 1 3 i 2 3 1� I( 2U 20 U U IK11r I - C, / . o 1491 M X157 coCID i 158 LL �3� N LC) 155 .r - + 5'PUE N C R 5 � _ _ _ _ �p U (TYP� U 'p 1- C:) 140- - - - W W. - 150 � � W 2 " N \ oo W, 1 +o t2+ o N89'16'S3"E 13+00 + ? -=C--i I + - - �- NI 5 95.67 TC - 2 95.1 TC _ 3 9 .87 TC S (2� o Z W 9 .17 FL `� 94.2 s A J^ s A 95.37 FL `DEQ `" 151 152 153 Q �, /"( n CL INT 10+00.00 BRIANNE LN. I VTVV.LAJ %1nmm I CL UTC. CONSTRUCTION NOTES CURVE TABLE O M + CURVE ANGLE LENGTH RADIUS TANGENT A 90'00'00" 47.12' 30.00' 30.00' B 90'40'06" 47.47' 30.00' 30.35' C 96'05'31" 50.31' 30.00' 33.37' D 251552" 1 25.13' 57.00' 12.77' E 141'11'49" 1 142.93' 58.00' 164.69' � W r7 ^coo (p - - Uj W v ^ W N tri tri N LQU-) W) � LO LO � In L!7 ±C>C> ± CDP al ±3=±C>C:) ±CDC> SIDEWALK CURB FACE CURB FACE CL INT 1494.40 FS GUTTER LINE 12+01.59 BRIANNE LN. CLINT G R ETC H E N CT. 1505.35 FS 1505.35 FS GUTTER LINE 1494.39 FS 11+93.00 WIDGEON WAY CL INT14+27.04 e e » ANNE LN. CHANTEL DR. « „ 1, _ ': ; 10+00.00 EILESA WAY ELESA WAY SEE SHEET 5 11+38.01 DULCINEA LN. DETAIL E -CB #12C HETTY ST. SEE SHEET 3 DETAIL D -CB #24A g � ; : /.0 SEE SHEET 7 MATCH LI N E '� 10+76.40 -11+93.01 CORI WAY NTS SEE SHEET 4 -1 10+75.34 » 54 I In I 54 - - 20' 20 NTS 4 r ' = ��- 4 4 I 10+76. �;=L CL 16 DWY P $ oo �' A A. n - i II 1 3 i 2 3 1� I( 2U 20 U U IK11r I - C, / . o 1491 M X157 coCID i 158 LL �3� N LC) 155 .r - + 5'PUE N C R 5 � _ _ _ _ �p U (TYP� U 'p 1- C:) 140- - - - W W. - 150 � � W 2 " N \ oo W, 1 +o t2+ o N89'16'S3"E 13+00 + ? -=C--i I + - - �- NI 5 95.67 TC - 2 95.1 TC _ 3 9 .87 TC S (2� o Z W 9 .17 FL `� 94.2 s A J^ s A 95.37 FL `DEQ `" 151 152 153 Q �, /"( n CL INT 10+00.00 BRIANNE LN. I VTVV.LAJ %1nmm I CL UTC. CONSTRUCTION NOTES C> .m � WIDGEON o O M + < WAY + Q • t O 4-' i - - s -• SEE SHEET 7 EC •�i C�, M CD ECR END CURVE RADIUS EL'Y EASTERLY z, EDGE OF PAVEMENT 5 END VERTICAL CURVE 154 FLOW UNE __ FINISHED SURFACE 125 �I 22' 22' I , I r- cv I In -- C> .m � WIDGEON o BEGIN CURVE + < WAY + Q BEGIN CURVE RADIUS CB CATCH BASIN CL SEE SHEET 7 EC M•LI' i 'rtiiI 11 -CONST 4" MIN AC OVER 12" OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 do 32). 2 CONST 6" CURB AND GUTTER PER CITY STD PLAN NO 1003. 44 CONST RESIDENTIAL DRIVEWAY APPROACH (16' MAX) PER CITY STD No 102 55 CONST 4" THICK PCC SIDEWALK PER CITY STD PLAN NO 1015. 66 CONST CURB RETURN ACCESS RAMP PER CITY STD PLAN NO 1006. 77 INSTALL STREET LIGHT 5800 LUMEN PER CITY STD NO 1016 (SCE#20). 8�CONST INLET LOCAL DEPRESSION PER CITY STD PLAN NO 121 (W=PER PLAN). 11 CONST CURB OPENING CATCH BASIN PER APWA STD PLAN NO 300-2 PER DETAIL HEREON (W=PER PLAN) REV 11i , RSC 40 0 40 80 1 "= 40' scale feet REVISION DESCRIPTION ZD DRAW / Iv G I 1 CD \� 13 0 168 - L17 - II _ o 98.01 TC LLJ / 129 i.57751 R Xi - LAJ n t=� o U 5'PUE+ ro Q (TV) 127 6 -Im LEGEND: BC BEGIN CURVE BVC BEGIN VERTICAL CURVE BCR BEGIN CURVE RADIUS CB CATCH BASIN CL CENTERLINE EC END CURVE ECR END CURVE RADIUS EL'Y EASTERLY EP EDGE OF PAVEMENT EVC END VERTICAL CURVE FL FLOW UNE FS FINISHED SURFACE DATE I ENGR. CITY II)rjql Vk& GB HP INT LP MVC PCC PRC R/W STA TC W W'LY DATE i 128 GRADE BREAK HIGH POINT INTERSECTION LOW POINT MIDDLE OF VERTICAL CURVE POINT OF COMPOUND CURVE POINT OF REVERSE CURVE RIGHT OF WAY STATION TOP OF CURB WIDTH WESTERLY PRC D OFFSET 25.45 L 32 VERTICAL DEPTH INDICATES EXISTING ELEVATION INDICATES PROPOSED ELEVATION WATER LINE SEWER LINE STORM DRAIN UNE ON CURB LOT UNE HEIGHT (ADDITIONAL OPENING) 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 THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. /QRpf ESS/0 z =rn No. 31681 Z � * Exp. 12/31/04 \sj9 CIV1� �\Q F OF CA��F�/ =10+00.00 ELESA WAY �� tZ�L'0217 DRAW I IvG �r Q�pftSS/p 7J 31O 2loe� 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 25 mm(l•) 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 - 0 - 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'). 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 = NOTEO 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(71 BELOW THE TOP TO THE MANHOLE AND PROJECT 65 mm(2-1/21. ALL OTHER STEPS SHALL PROJECT 130 =051. 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7') 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 300 - 2 CURB OPENING CATCH BASIN SHEET 2 OF 2 ❑❑❑� H 1 m Inc. 1:11:1V Civil Engineering - Planning • Surveying - Public Works DRAWN BY - 1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777 MSM PREPARE UNDER THE SUPERVISION OF: DESIGNED BY: Ce �0*7(6 Z MPK ECKED BY: HAROLD A. GARCELON R.C.E. 31681 DATE: RLB CITY OF FONTANA, CALIFORNIA SUMMIT HEIGHTS II STREET IMPROVENEIVT PLANS BRIANW LK & DMC*EA LN. TRACT MOAW43 R M M 2O o I kLE: 1"=40'JCN 1 o �� 11-09-�N ic3042�� G NO.: