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Home My WebLink About3036-9AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATSM BY THEINC.CURBOPENING CATCH BASIN srAN"�°1 N U RADIUS 300-2 REV. HYD SHEET 1 OF 2 USE WITH STANDARD SIOMMATIONS FOR PUBLIC WORKS CONSTRUCTION HORIZ. 1 =40 TAN =1.53% _ VERT. 1 =4, „ _ _ 1535 10+00 11+00 12+00 13+00 14+00 15+00 10+00 11+00 12+00 35 36 37 ROOSEVELT DR. SEE SHET E TAI M M FII IN_Ill AIA I ulr - 1 T T -1w w �• RO.op-O fDR%1xwI 0 G 1/ 2�pF ESSIpNq CFI PgSHUR G W = No. 31681 y .� CONSTRUCTION NOTES 0. 0I V % F Al 11 CONST 4" MIN AC OVER 12" OF 95% COMPAC GE AL NOTES 31 do 32). 2o --CONST 6" CURB AND GUTTER PER CITY STD PLAN NO 1 3r _CONST 4.5" MIN AC OVER 12" OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 do 32). CONST RESIDENTIAL DRIVEWAY APPROACH (16' MAX) PER CITY STD NO 102. 44. CONST "THC P ' ' ' ja JAR& At I 4 I K CC SIDEWALK PER CITY STD PLAN NO 1015. may, REVISION DESCRIPTION6o--CONST CURB RETURN ACCESS RAMP PER CITY STD PLAN NO 1006. 1 rU �� DRt�WI �L� 7INSTALL STREET LIGHT 5800 LUMEN PER CITY STD NO 1016 (SCE#7). 11 REMOVE EXISTING BARRICADE. FILMORE WAY CL INT SEE SHEET 8 14+86.52 BUCHANAN LANE I ET , I =10+00.00 FILMORE WAY I 20' 20' I 4 4 135 11 to 137 136M L0 I 4 , r- I + 5 PUE + - K) I ' O SEE SHEET 8 20' 20' V U RADIUS TANGENT A 05'14'51" -- --� - 1000.00' 45.83' B 05'14'51" W 46.07TC F-- 46.74' C 05'14'51" 2 45.57FI 'LLJ 44.91' 13+00 N89'42'16 -E 14+00 _ V VERTICAL DEPTH h�'Q• 53.53 F CENTERLINE MVC 89'57'0 2 S 46 07TC t/) EC lY 50 3 I N O i 49 z / 45.57FL Z w % 7 r 48 46 47 CURVE TABLE BEGIN CURVE SEE SHEET 8 20' 20' CURVE ANGLE LENGTH RADIUS TANGENT A 05'14'51" 91.59' 1000.00' 45.83' B 05'14'51" 93.42' 1020.00' 46.74' C 05'14'51" 89.76' 980.00' 44.91' 40 0 40 80 1 "= 40' scale feet 131 CL INT 10+00.00 FORD WAY =12+61.57 ALMORE WAY 132 133 FILMORE WAY O I o I z 3 8 -U-j- LOo ( I FILMORE WAY SEE SHEET 8 W LVW LYTLE CREEK RD J o _ SEE PLAN #3033 53 U I �a 5' PUE 5 R/W 7 n CII_ INT 11+7� nn FnRn WAY W-2'0 �r 11+00 .1 ��s-kRvs n U.1 RAN 'PUE o 52 Q - FORD WAY LEGEND: +94.00 LYTLE CREEK RD 55.45 TC 54.95 FL"N__j 1- N LO Ito C> 22' II c `LYTLE CREEK RD SEE PLAN 13033 NOTE: SOME GRADE ELEVATION VALUES ARE ABBREVIATED. WHERE AN ABBREVIATED ELEVATION OCCURS. ADD 1500 TO THE VALUE TO OBTAIN THE ACTUAL ELEVATION. BC BEGIN CURVE SEE SHEET 8 20' 20' GRADE BREAK TC TOP OF CURB BVC BEGIN VERTICAL CURVE HP HIGH POINT W WIDTH g co co BEGIN CURB RETURN INT MPO VILY WESTERLY Cn I LP = 54.031 V VERTICAL DEPTH h�'Q• 53.53 F CENTERLINE MVC 89'57'0 (45000) INDICATES EXISTING ELEVATION EC O I o I z 3 8 -U-j- LOo ( I FILMORE WAY SEE SHEET 8 W LVW LYTLE CREEK RD J o _ SEE PLAN #3033 53 U I �a 5' PUE 5 R/W 7 n CII_ INT 11+7� nn FnRn WAY W-2'0 �r 11+00 .1 ��s-kRvs n U.1 RAN 'PUE o 52 Q - FORD WAY LEGEND: +94.00 LYTLE CREEK RD 55.45 TC 54.95 FL"N__j 1- N LO Ito C> 22' II c `LYTLE CREEK RD SEE PLAN 13033 NOTE: SOME GRADE ELEVATION VALUES ARE ABBREVIATED. WHERE AN ABBREVIATED ELEVATION OCCURS. ADD 1500 TO THE VALUE TO OBTAIN THE ACTUAL ELEVATION. BC BEGIN CURVE GB GRADE BREAK TC TOP OF CURB BVC BEGIN VERTICAL CURVE HP HIGH POINT W WIDTH BCR BEGIN CURB RETURN INT INTERSECTION VILY WESTERLY CB CATCH BASIN LP LOW POINT V VERTICAL DEPTH CL CENTERLINE MVC MIDDLE OF VERTICAL CURVE (45000) INDICATES EXISTING ELEVATION EC END CURVE PCC POINT OF COMPOUND CURVE 450.00 INDICATES PROPOSED ELEVATION ECR END CURB RETURN PRC POINT OF REVERSE CURVE W WATER LINE E'LY EASTERLY PUE PUBLIC UTILITY EASEMENT S SEWER LINE EP EDGE OF PAVEMENT R/W RIGHT OF WAY SD STORM DRAIN LINE EVC END VERTICAL CURVE STA STATION OC ON CURB FL FLOW LINE 3036 8 H HEIGHT FS FINISHED SURFACE DATE ENGR. I aTY DAZE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ►�� +�� 5 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. � 1 pgtHUR c"YF z C rrl = No. 31681 Z � * Exp. 12/31/04 CIVIv OFF \��\Q CAS / lizu I. Fbreman, Inc. 1:11:1 V A Civil Engineering - Planning - Surveying - Public Works 1152 N. Mountain Ave. Ste. 100 - Upland, CA 91786-3669.909-982-7777 PREPARED UNDER THE SUPERVISION OF: !�af oe� CCO 3 / 0 2 - HAROLD A. GARCELON R.C.E. 31681 DATE: 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(4.5'). 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(129. 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 SO 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 1111m(51. 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.IFMETRIC 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.IFENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STACD PWI - 2SH2 CURB OPENING CATCH BASIN OF 2 3 :Is w co 0 CITY OF FONTANA, CALFORNIA SUMMIT HEIGHTS II o� y Y Q T AWN BY -SCALL STF�EET L43ROVELIE PLANS T � E 0 1= MSM 1" = 40' � LANE Abp FORD WAY : 00 SIGNED BY: ATE- MPK TRACT 15841-1 11-16-01 %N MECKED BY: APPROVED. BY -DWG NO.: 8 ICD - RLB ak G �zo�dt_ CID /_� C__ 3036 8 %� CITY ENGINEER R.C.E. 51152 DATE: