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HomeMy WebLinkAbout3206-4N K--►-}-�--- WD- A p A CURB OPENING NOTE: CAT BASIN goI B 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, -- ---tee CURB ; THE CURB FACE AT POINTS 8 AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB R� 430 n•n �,,�� y CURB POINT A � POINT B POINT C s�`"�Gy1, POINT D GUTTER PLUSH (SEE APPLICABLE CATCH BASIN STANDARD PLAN). Ca STRgINT G "' 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. POINT E w 4. - IN NEW STREETS, OR • IN : EXISTING STREETS WHERE PAVEMENT REM.OGELING %IS INDICATED: La POINT F 'A PLAN B POINT G a w THE ELEVATIONS OF : POINTS F AND G SHALL BE SET H, HIGHER THAN THE GUTTER FLOW LINE -' _.-DIRECTION OF FuaHt � m ELEVATIONS AT POINTS A' AND I3, RESPECTIVELY. a -DIRECTION OF FLOW a THE ELEVATIONS OF POINTS P AND R SMALL BE SET Hz HIGHER THAN THE -GUTTER FLOW LINE a` °� N-- K W - L N 0ELEVATIONS AT POINTS B AND G, RESPECTIVELY. 11^ THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST - -- -- -- -- GUTTER FLOW LINE. POINT B POINT C POINT D WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT POINT A FLOW LINE E SHALL 'BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB. FLOW LINE PROFILE 5. DIMENSIONS: SASE A H NOTED ON THE PROJECT PLANS, Lo N L -------- WD L N Hi = NOTED ON THE, PROJECT PLANS. _. W W H2 = NOTED ON THE PROJECT PLANS.` C4 Xu CURB OPENING '_-� H3 NOTED ON THE PROJECT PLANS. I- a 2 � CATCH BASIN (S) - - t a w � � - G _ 600 tnrll (2 Feet) 'moz n I I G K = 1.5 m (5 Feet} -- - - -- _. .r - L = 1.8 m (6 Feet) CURB POINT:A- BAR s •z9 OINT D C & B . M - 1.2 m (4 Feet) POINT B POINT G yq yT� GUTTER) N - 1.5 m (5 Feet) AN i I aP EDF Wo - CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR MUTIPLE CATCH BASINS. POINT E ' THE THICKNESS Of. THE LOCAL DEPRESSION SHALL BE 200 mm (8 INCHES). La OINT G u. DIRECTI 1N OF FLOW -`- 2 � a qc POINT F P N � of 6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH `UNITS ARE NOT EXACTLY EQUAL a c VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC N �L Wp L N �"' VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC SIZES, IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH ►-- ' r.. J VALUES. POINT D POINT A POINT B POINT C FLOW LINE FLOW LINE PROFILE - CASE B 25 rn (1°) 150 mm (S.i 25 mm (19 150 mm (6') 25 mm (10) M m M,G,OR VAR. 45O mm VAR: VAR. (15!) 50 mm __J___. VAR. T - i (2„) r RIDGECURB r . . FACE + H .....•- D E : o VALLEY o ' VALLEY SECTION A -A SECTION B -B SECTION C -C STANDARD PLAN • k .. BASIN CURBOPENING N K--►-}-�--- WD- A p A CURB OPENING NOTE: CAT BASIN goI B 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, -- ---tee CURB ; THE CURB FACE AT POINTS 8 AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB R� 430 n•n �,,�� y CURB POINT A � POINT B POINT C s�`"�Gy1, POINT D GUTTER PLUSH (SEE APPLICABLE CATCH BASIN STANDARD PLAN). Ca STRgINT G "' 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. POINT E w 4. - IN NEW STREETS, OR • IN : EXISTING STREETS WHERE PAVEMENT REM.OGELING %IS INDICATED: La POINT F 'A PLAN B POINT G a w THE ELEVATIONS OF : POINTS F AND G SHALL BE SET H, HIGHER THAN THE GUTTER FLOW LINE -' _.-DIRECTION OF FuaHt � m ELEVATIONS AT POINTS A' AND I3, RESPECTIVELY. a -DIRECTION OF FLOW a THE ELEVATIONS OF POINTS P AND R SMALL BE SET Hz HIGHER THAN THE -GUTTER FLOW LINE a` °� N-- K W - L N 0ELEVATIONS AT POINTS B AND G, RESPECTIVELY. 11^ THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST - -- -- -- -- GUTTER FLOW LINE. POINT B POINT C POINT D WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT POINT A FLOW LINE E SHALL 'BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB. FLOW LINE PROFILE 5. DIMENSIONS: SASE A H NOTED ON THE PROJECT PLANS, Lo N L -------- WD L N Hi = NOTED ON THE, PROJECT PLANS. _. W W H2 = NOTED ON THE PROJECT PLANS.` C4 Xu CURB OPENING '_-� H3 NOTED ON THE PROJECT PLANS. I- a 2 � CATCH BASIN (S) - - t a w � � - G _ 600 tnrll (2 Feet) 'moz n I I G K = 1.5 m (5 Feet} -- - - -- _. .r - L = 1.8 m (6 Feet) CURB POINT:A- BAR s •z9 OINT D C & B . M - 1.2 m (4 Feet) POINT B POINT G yq yT� GUTTER) N - 1.5 m (5 Feet) AN i I aP EDF Wo - CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR MUTIPLE CATCH BASINS. POINT E ' THE THICKNESS Of. THE LOCAL DEPRESSION SHALL BE 200 mm (8 INCHES). La OINT G u. DIRECTI 1N OF FLOW -`- 2 � a qc POINT F P N � of 6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH `UNITS ARE NOT EXACTLY EQUAL a c VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC N �L Wp L N �"' VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC SIZES, IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH ►-- ' r.. J VALUES. POINT D POINT A POINT B POINT C FLOW LINE FLOW LINE PROFILE - CASE B 25 rn (1°) 150 mm (S.i 25 mm (19 150 mm (6') 25 mm (10) M m M,G,OR VAR. 45O mm VAR: VAR. (15!) 50 mm __J___. VAR. T - i (2„) r RIDGECURB r . . FACE + H .....•- D E : o VALLEY o ' VALLEY SECTION A -A SECTION B -B SECTION C -C AMERICAN C PUBLIC WORKS ASSOCIATION.- SOUTHERN CALIFORNIA :CHAPTER -: STANDARD PIAN en MI=•CRi�, 313 -1 LOCAL DEPRESSIONS ' T CATCH I LOCAL DEPRESSIONS MDAT (• $-ISM 4) CIRCULAR TIES. SEE NOTE 9 CATCH BASINS 313 1SH 15001 mm (6`0'1 TO 1800 mm (721 If-5 axa(1/41I0 (TYP.) - IAM 0:300 mm (•4 O 12' 330-C-23 (560-C-3250) CONCRETE NOTES ET AMERICAN C PUBLIC WORKS ASSOCIATION.- SOUTHERN CALIFORNIA :CHAPTER -: STANDARD PIAN en MI=•CRi�, 313 -1 LOCAL DEPRESSIONS ' T CATCH I IS PERMITTED. MONOL17'HIC CATCH BASIN CONNECTIONS: MAY B TING STANDARD LENGTHS OF PIPE. BE TO AVOID CUT- SHEET 4 OF 4 1 n _ o • �_ 1 , O� .� 0 � : TIPS � o s s es• '; � ' I ,.; ...-. V = (.0 aIt 3 -6) r Bt>" ?s I ggow o V THE DEPTH AT THE INVERT OF THE 1N j E 1 LET. NOTED ON THE PROJECT R -NEW OR O +e ,. LAMS, 9 } CNN crag PIKE a Q E R , ., XIST: PIR E W . E 1308 4 3 10 F _ mm( 2 OR GRATINGS; TWO G AT NGS. ,. ( T ADD - o S _._. MONOLITHIC CATCH 650 mm (2!-Z*) 3 I' � I OPTIONAL SUB$RAOE BASIN CONNECTION GRATING. FLOW 2 2) FOR EACH ADDITIONAL i! .� SECTION A A A THE ANGLE. IN DEGREES, INTERCEPTED BY THE CENTERLINE°1 f`9R OF THE CONNECTOR PIPE ( t p k1 AND THE CATCH BASIN WALL TO WHICH EI W E F RFATHE A ®B SURFACE E CONNECTOR PIPE IS ATTACHED. r tp I �+ i I CUT BEND AND WELD S 5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS ANGLE TO MAINTAIN FINISHED SURFACE SS OTHERWISE SP 1- � - __ EC �`. � : � �, �... .. ,� .. N R F FiED, THE CONNECTOR PIPE BHA �'� . _ GRATING ( LANE Q LL BE LOCATED A �I _ , �,.a E T THE DOWNSTREAM TRE ...... _, , � __..U. .��.. AM END OF THE -BASIN -.. lS.�.� ter , FINISHED SURFACE S mm(I/4 )R WHERE THE CONNECTOR PIP I (TYPICAU E S SHOWN AT A CORNER. THE CENTERLINE OF THE PIPE SHALL L- •:• •!:;• INTERSECT THE INSIDE N •.. S DE COR ER OF THE BASIN. THE PIPE MAY r r BE CUT ANO. TRIMMED AT f.. SKEW NECESSARY TO INSUREMINKEMBEDMENT, IAlM 80 am:t3 ? .RIPE ALL AROUND W .. . ��-• WITHIN THE CATCH BASIN, �� WALL. AND 75 mm(3) RADIUS OF ROUNDING G OF'STRUCTURE CONCRETE, ALL A IN SURFACE FLOWL E R0 a A N ADJACENT H U 0 TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL B USED . 65 e E Eq Oen 5 a+et 15M O 300 mm T mand # 714) '-�' 2-L IO2 aMac 6 n+mast3 5T5 a� Ta JO N THE CONNECTOR PIPE T() THE CATCH BASIN. WHENEVER ANGLE. 1/ A IS LESS THAN 70 6RATINCS AIXf A e4 4 a3 x1I2°:62`1 FOR 2 GRATES 6 (i/4} ( O t2 ) ( : DEGREES OR GREATER THAN Ito DEGREES. 0R WHENEVER .THE CONNECTOR PIPE IS ADD 660 ma42'-2•) PER EACH 1011DIFIED FRAME E LOCATED r IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION iN ANY CASE p L T IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS EQUAL TO OR GREATER; THAN 75 mm (3'). BUT LESS THAN 340 mon or) 300 O mm 02'1 100 Oen (41) 150 mm (61. 'A CONCRETE COLLAR t5 REQUIRED. IF THE CLEAR. , 450 On (t8) 300 mm (12' 125 mm SPACE IS ISO mm ($") OR GREATER. A :TRANSITION STRUCTURE t24 00 am') IS REQUIRED. 300 mm Or) 150 mm (6') 790 mw (304 1450 am (181) '1,75 mm (71) 3. CONCRETE 'COLLAR SHALL NOT BE USED FOR'.A SIZE CHANGE ON THE MAIN LINE. 900 mm (36'7 450 mm ()8') 225 mm (9•) 1050 mm (42' 450 nn (I8') 225 mm (9') 4. CONNECTOR PIPES • A. R PIPES E P FDIFFERENT: WH E ES 0 DIAMETER A IN WITH 1200 mm t48S RE JOINED TH' A 450:mm (III-) 50 min,(10 ) CONCRETE COLLAR`,L AND T SHALL BE THOSE OF THE LARGER 1425 mm (5T•) 450 Oat (t8•) 50 am (10.7 PIPE.. D=Di OR D2: WHICHEVER IS GREATER B. WHEN D ISEQUAL. T OR' THA i0 LESS N D. JO N INVERTS AND 1500 maL (60 525 mm2 I21 1 275 mm 111) WHEN 1GREATER E D S THAN IN 1D2. ,10 SOFFITS: 1650 mm t$6• 525 mm (211'275 mea H111 5. FOR PIPE LARGER THAN 1 - 800 mm {72) SPECIAL COLLAR DETAILS: 1&00 mm IT2• 60G mm (241 300 mm`t12.1'. ARE REQUIRED. ADDITIONAL GRATE z x I 525 mm (211 OR LESS IS PERMITTED. MONOL17'HIC CATCH BASIN CONNECTIONS: MAY B TING STANDARD LENGTHS OF PIPE. BE TO AVOID CUT- 600 mm (24') TO 750 mm (30) (• $-ISM 4) CIRCULAR TIES. SEE NOTE 9 825: mm (33') TO 1425 mm (571 6. FOR -PIPE SIZE NOT LISTED: USE NEXT SIZE LARGER:. 15001 mm (6`0'1 TO 1800 mm (721 If-5 axa(1/41I0 (TYP.) NOTES IAM 0:300 mm (•4 O 12' 330-C-23 (560-C-3250) CONCRETE NOTES A ■ �\ a I. ALL CURVED CONCRETE SURFACES SHALL BE FORUM BY CURVED FORMS. AND SHALL NOT BE SHAPED BY PLASTERING. L/2 (TYP,) i. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE EXCEEDS 10 PERCENT, E L BE LOCATED ON THE APPOSITE WALL. STEPS SHALL BE SPACED 300 nxa(12') APART. 10. WHERE THE PIPE IS 525 mm (21•) OR LESS IN DIAMETER AN INTERIOR % t 899 35 3/$' rr A LOCATION TIE f f/ -w•. T5 mm (3•IR 1 IE REQUIRED f4 2. TWO GRATINGS ARE REQUIRED UNLESS OTHERWISE SHOWN ON THE PROJECT PLANS. 3. FLOOR OF BASIN SHALT_ BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE E A LONGITUDINAL AND LATERAL SLOPE F i• LA LO E Q i2 MINIMUM AND 1 3 MAXIMUM. SLOPE. FLOOR FROM ALL DIRECTIONS TO THE OUTLET, 4 I i D MENS ONS• �_= 25 mm (1') (TYP.) :. '� _ . :. ;.•.,; N �I?• ;.:. .•. r - •ck. ti I + OPTIONAL ROUGHENED CONSTRUCTION JOINT 2 FOR CURVE JOINTS (SEE DETAIL B. SHEET 1) IF THE EXTREME ENDS OF 7HE' PIPE LEAVE A CLEAR SPACE THAT 1S GREATER THAN :25 mm (t'} BUT IS :LESS THAN 75 mm ({3 A CONCRETE COVERAS IS REQUIRED IN ACCORDANCE WITH SUBSECTION 306-1:2.4 OF THE SSPWC. THE TOP STEP SHALL BE 175 mm(?') BELOW THE TOP OF THE GRATING AND PROJECT 65 mm (2-1/2'). ALL OTHER STEPS SHALL PROJECT 130 tt2n(51). 1 n _ o • �_ 1 , O� .� 0 � : TIPS � o s s es• '; � ' I ,.; ...-. V = (.0 aIt 3 -6) r Bt>" ?s I ggow o V THE DEPTH AT THE INVERT OF THE 1N j E 1 LET. NOTED ON THE PROJECT R -NEW OR O +e ,. LAMS, 9 } CNN crag PIKE a Q E R , ., XIST: PIR E W . E 1308 4 3 10 F _ mm( 2 OR GRATINGS; TWO G AT NGS. ,. ( T ADD - o S _._. MONOLITHIC CATCH 650 mm (2!-Z*) 3 I' � I OPTIONAL SUB$RAOE BASIN CONNECTION GRATING. FLOW 2 2) FOR EACH ADDITIONAL i! .� SECTION A A A THE ANGLE. IN DEGREES, INTERCEPTED BY THE CENTERLINE°1 f`9R OF THE CONNECTOR PIPE ( t p k1 AND THE CATCH BASIN WALL TO WHICH EI W E F RFATHE A ®B SURFACE E CONNECTOR PIPE IS ATTACHED. r tp I �+ i I CUT BEND AND WELD S 5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS ANGLE TO MAINTAIN FINISHED SURFACE SS OTHERWISE SP 1- � - __ EC �`. � : � �, �... .. ,� .. N R F FiED, THE CONNECTOR PIPE BHA �'� . _ GRATING ( LANE Q LL BE LOCATED A �I _ , �,.a E T THE DOWNSTREAM TRE ...... _, , � __..U. .��.. AM END OF THE -BASIN -.. lS.�.� ter , FINISHED SURFACE S mm(I/4 )R WHERE THE CONNECTOR PIP I (TYPICAU E S SHOWN AT A CORNER. THE CENTERLINE OF THE PIPE SHALL L- •:• •!:;• INTERSECT THE INSIDE N •.. S DE COR ER OF THE BASIN. THE PIPE MAY r r BE CUT ANO. TRIMMED AT f.. SKEW NECESSARY TO INSUREMINKEMBEDMENT, IAlM 80 am:t3 ? .RIPE ALL AROUND W .. . ��-• WITHIN THE CATCH BASIN, �� WALL. AND 75 mm(3) RADIUS OF ROUNDING G OF'STRUCTURE CONCRETE, ALL A IN SURFACE FLOWL E R0 a A N ADJACENT H U 0 TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL B USED . 65 e E Eq Oen 5 a+et 15M O 300 mm T mand # 714) '-�' 2-L IO2 aMac 6 n+mast3 5T5 a� Ta JO N THE CONNECTOR PIPE T() THE CATCH BASIN. WHENEVER ANGLE. 1/ A IS LESS THAN 70 6RATINCS AIXf A e4 4 a3 x1I2°:62`1 FOR 2 GRATES 6 (i/4} ( O t2 ) ( : DEGREES OR GREATER THAN Ito DEGREES. 0R WHENEVER .THE CONNECTOR PIPE IS ADD 660 ma42'-2•) PER EACH 1011DIFIED FRAME E LOCATED r IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION iN ANY CASE p L T IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT IS EQUAL TO OR GREATER; THAN 75 mm (3'). BUT LESS THAN 340 mon or) 300 O mm 02'1 100 Oen (41) 150 mm (61. 'A CONCRETE COLLAR t5 REQUIRED. IF THE CLEAR. , 450 On (t8) 300 mm (12' 125 mm SPACE IS ISO mm ($") OR GREATER. A :TRANSITION STRUCTURE t24 00 am') IS REQUIRED. 300 mm Or) 150 mm (6') 790 mw (304 1450 am (181) '1,75 mm (71) 3. CONCRETE 'COLLAR SHALL NOT BE USED FOR'.A SIZE CHANGE ON THE MAIN LINE. 900 mm (36'7 450 mm ()8') 225 mm (9•) 1050 mm (42' 450 nn (I8') 225 mm (9') 4. CONNECTOR PIPES • A. R PIPES E P FDIFFERENT: WH E ES 0 DIAMETER A IN WITH 1200 mm t48S RE JOINED TH' A 450:mm (III-) 50 min,(10 ) CONCRETE COLLAR`,L AND T SHALL BE THOSE OF THE LARGER 1425 mm (5T•) 450 Oat (t8•) 50 am (10.7 PIPE.. D=Di OR D2: WHICHEVER IS GREATER B. WHEN D ISEQUAL. T OR' THA i0 LESS N D. JO N INVERTS AND 1500 maL (60 525 mm2 I21 1 275 mm 111) WHEN 1GREATER E D S THAN IN 1D2. ,10 SOFFITS: 1650 mm t$6• 525 mm (211'275 mea H111 5. FOR PIPE LARGER THAN 1 - 800 mm {72) SPECIAL COLLAR DETAILS: 1&00 mm IT2• 60G mm (241 300 mm`t12.1'. ARE REQUIRED. 221 S GLASSEL•L ST ORANGE, CA 92866 (714) 744--9700 FAX (714) 744-9312 STRUCTURAL DATA WALL AND SLAB DIMENSIONS AND REINFORCEMENT REQUIREMENTS NO. OF MAX REINFORCEMENT GRATES Y t FOR WALLS AND SLABS 2-3 1.2 W44 ISO "0961)2-3 2.4 048') 200 awASO) 2-3 3.0 n IWI 250 mn ATO*) 2-3 315 WI2') 250 nrrd►O•) REQUIRED 4-6 1.2 W4.1 ISO Ihmt6.1 4-6 2.0 m(T) 200 m(84mt 4-6 2.4 nw(84 200 m84 REQUIRED 4-6 3:5 mt12' 1 250 m"(101)7-9 1.2 ado' 1 130 an+(61 7-9 I.8 mm(6') 200 AS9 7-9 2.4 tM64 200 nm(e'1 7-9 3.5 W21) 250 mart/0•) >9 1.2 m(4.1 150 malt6°) REQUIRED >9Z4 w981200 "WAS1 >9 3.9 m1129 1 230 ffMI0•) 636 POLYPROPYLENE PLASTIC STEP N o 0 CI R CULAR T �_ _ _ IES•. 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 NO. 2 90• GUT R • ' y TRIC VALUES, EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED UNE •• •••'•: OR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION -- - a: •• r. SHALL BE ENGLISH UNITS. ISO ... CUT NO. 2 PIPE DIAMETER ADDITIONAL GRATE z x I 525 mm (211 OR LESS IS PERMITTED. MONOL17'HIC CATCH BASIN CONNECTIONS: MAY B TING STANDARD LENGTHS OF PIPE. BE TO AVOID CUT- 600 mm (24') TO 750 mm (30) (• $-ISM 4) CIRCULAR TIES. SEE NOTE 9 825: mm (33') TO 1425 mm (571 6. FOR -PIPE SIZE NOT LISTED: USE NEXT SIZE LARGER:. 15001 mm (6`0'1 TO 1800 mm (721 5 PLAN_ 3 '• a�a ct� 6, STEPS SSHALLL BE LOCATED AS SHOWN. IF THE CONNECTOR RIPE INTERFERES WITH THE STEPS. AN APPROXIMATE SPACING OF 150 mm (6') O.C. 7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE (SEE NOTE 10) .SURFACE OF PIPE SONO -TUBE. AA EOUt►C, INTERIOR FOAM E L BE LOCATED ON THE APPOSITE WALL. STEPS SHALL BE SPACED 300 nxa(12') APART. 10. WHERE THE PIPE IS 525 mm (21•) OR LESS IN DIAMETER AN INTERIOR IsO m,n _ REQUIRED f4 4 300( 03. + OPTIONAL ROUGHENED CONSTRUCTION JOINT THE TOP STEP SHALL BE 175 mm(?') BELOW THE TOP OF THE GRATING AND PROJECT 65 mm (2-1/2'). ALL OTHER STEPS SHALL PROJECT 130 tt2n(51). S`) MIH 8. WHERE REINFORCING'IS.REOUIRED THE DIAMETER OF THE CIRCULAR CUT NO. is SAW THE TUBE AT AN ANGLE OF A/2 WM THE TRANS -LEFT VERSE` DETAIL B ::. s< PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE IN PLACE' (SEE DETAIL A). WHEN THE PIPE IS 600 mm .(24') 7: THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: - F'} TIES SHALL BE D+(2X WALL THICKNESS) +.T.(TYPICAL) PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS TOGETHERYORMING THE DEFLECTION ANGLE A. �---- -- -=��" `==---- -�--r OPTIONAL SUBGRAOE SECTION B -B 308 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT CEt,1ENT 311 FRAME AND GRATING FOR CATCH A BASIN$ 635 STEEL STEP 9E. CUT -- -.�-� �_ N0, 2 CUT NO. 1 �, LINE q ✓� 4. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER 15. ,, GREATER' THAN 525 mm {21 }AND ON ALL PIPES WHERE THE "SPACES BETWEEN THE' EXTREME OUTER ENDS 1S 75 mm (3" } OR LARGER:." - 221 S GLASSEL•L ST ORANGE, CA 92866 (714) 744--9700 FAX (714) 744-9312 STRUCTURAL DATA WALL AND SLAB DIMENSIONS AND REINFORCEMENT REQUIREMENTS NO. OF MAX REINFORCEMENT GRATES Y t FOR WALLS AND SLABS 2-3 1.2 W44 ISO "0961)2-3 2.4 048') 200 awASO) 2-3 3.0 n IWI 250 mn ATO*) 2-3 315 WI2') 250 nrrd►O•) REQUIRED 4-6 1.2 W4.1 ISO Ihmt6.1 4-6 2.0 m(T) 200 m(84mt 4-6 2.4 nw(84 200 m84 REQUIRED 4-6 3:5 mt12' 1 250 m"(101)7-9 1.2 ado' 1 130 an+(61 7-9 I.8 mm(6') 200 AS9 7-9 2.4 tM64 200 nm(e'1 7-9 3.5 W21) 250 mart/0•) >9 1.2 m(4.1 150 malt6°) REQUIRED >9Z4 w981200 "WAS1 >9 3.9 m1129 1 230 ffMI0•) 636 POLYPROPYLENE PLASTIC STEP N o 0 CI R CULAR T �_ _ _ IES•. 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 NO. 2 90• GUT R • ' y TRIC VALUES, EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED UNE •• •••'•: OR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION -- - a: •• r. SHALL BE ENGLISH UNITS. ISO ... CUT NO. 2 PIPE DIAMETER NO. OF CIRCULAR TIES: 525 mm (211 OR LESS 3 600 mm (24') TO 750 mm (30) 3 825: mm (33') TO 1425 mm (571 4 15001 mm (6`0'1 TO 1800 mm (721 5 -D) DE T•A I L w A' INTERIOR AN APPROXIMATE SPACING OF 150 mm (6') O.C. REINFORCING (SEE NOTE 10) .SURFACE OF PIPE SONO -TUBE. AA EOUt►C, INTERIOR FOAM 10. WHERE THE PIPE IS 525 mm (21•) OR LESS IN DIAMETER AN INTERIOR REQUIRED f4 FORM OF UNSEALED SONO -TUBE OR EQUAL SHALL BE USED TO : t2" O,C. CUT NO. is SAW THE TUBE AT AN ANGLE OF A/2 WM THE TRANS -LEFT VERSE` DETAIL B PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE IN PLACE' (SEE DETAIL A). WHEN THE PIPE IS 600 mm .(24') PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS TOGETHERYORMING THE DEFLECTION ANGLE A. OR LARGER AREMOVABLE E INTERIOR FORM SHALL BE USED OR THE 636 POLYPROPYLENE PLASTIC STEP N o 0 CI R CULAR T �_ _ _ IES•. 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 NO. 2 90• GUT R • ' y TRIC VALUES, EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED UNE •• •••'•: OR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION -- - a: •• r. SHALL BE ENGLISH UNITS. ISO ... CUT NO. 2 PIPE DIAMETER NO. OF CIRCULAR TIES: 525 mm (211 OR LESS 3 600 mm (24') TO 750 mm (30) 3 825: mm (33') TO 1425 mm (571 4 15001 mm (6`0'1 TO 1800 mm (721 5 I PROMUwArmayTmSTANDARD GRATING CATCH BASIN ALLEY PLAN �•M S) Mi 3.14 (DO I�+I81%EItSE)305-2 WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (31. THE NUMBER OF CIRCULAR' TIES SHALL BE INCREASED TO MAINTAIN Is"E r". tees SHEET t OF 2 USE VM STANDARD SPECIFICATIOM FOR PUBLIC VIOM CONQTRUCTION -D) DE T•A I L w A' INTERIOR AN APPROXIMATE SPACING OF 150 mm (6') O.C. REINFORCING (SEE NOTE 10) .SURFACE OF PIPE SONO -TUBE. AA EOUt►C, INTERIOR FOAM 10. WHERE THE PIPE IS 525 mm (21•) OR LESS IN DIAMETER AN INTERIOR REQUIRED f4 FORM OF UNSEALED SONO -TUBE OR EQUAL SHALL BE USED TO : t2" O,C. CUT NO. is SAW THE TUBE AT AN ANGLE OF A/2 WM THE TRANS -LEFT VERSE` DETAIL B PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE IN PLACE' (SEE DETAIL A). WHEN THE PIPE IS 600 mm .(24') PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS TOGETHERYORMING THE DEFLECTION ANGLE A. OR LARGER AREMOVABLE E INTERIOR FORM SHALL BE USED OR THE TYPICAL: JINNI' FOR CUT N0: 2: SAW THE TUBE LONGITUDINALLY REMOVING A STRIP INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND NEATLY POINTED. 3.14 (40-0 ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT. REINFORCED CONCRETE 'PIPE BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE TUBE IN THE PIPE. II. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC ;AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES 1112E 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 A= -RICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CAUFORNL1 CHAPTER PROMUwArmayTmSTANDARD GRATING CATCH BASIN ALLEY PLAN �•M vuelacwpmsssr,�r�uenseuc. s I�+I81%EItSE)305-2 Is"E r". tees SHEET t OF 2 USE VM STANDARD SPECIFICATIOM FOR PUBLIC VIOM CONQTRUCTION M ;, AMERICAN PUiTL;IG WO'Z KS A..e Sl3CIATK}N - t30UTFIZR('i CALIFORNIA CHAPTER sTANaaRO PLAN METRIC 305-2 GRATING CATCH BASIN - ALLEY (TRANSVERSE) SWEET OF 2 *• • s •. FOR CONSTRUCTION SHALL BE ENGLISH UNITS. ( REV. REMSION DESCRIPTION DATE EN(R. CITY DATE BENCHMARK: 918,40 _ .. p SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT [� PrepOr2(I UI,cIe1 The Supervision of . CITY OF FONTANA, CALIFORN#A Q�pEESS�© , COMMENCE WITHIN TWO YF JENS THIELMANN SPIKE ON POWER POLE 11674320E AT INTERSECTION ® EARS OF THE DATE OF APPROVALS �HI�� SOUTHRIDGE VILLAGE JURUPA AVE AND MULBERRY AVE , ��4 �.�`� FZ R.C.E. No. 25742 SHOWN HEREON AND CARRIED F �, ' EXP. DATE DRAWN BY: FORTH IN A DILIGENT MANNER, STREET -IMPROVEMENT PLANS SCALE: � No.. 25742 12 S.Z. THE BASIS OF BEARINGS FOR THIS PLAN IS BASED UPON A DIAL /31 /05 AS SHOWN TWO WORKING _ _ n', LINE IN THE SOUTHERLY BOUNDARY [�• LETT 14, PER TR. NO, : THE CI d . 12 31 05 �•, BEFORE DAYS BEFORE TY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO ' DESIGNED BY TRACT 1 Did DATE: 15117, RECORDED IN BO{>>C 275, PAGES 66 THROUGH 90, OF P JIT MAPS RECORDS OF `SAN R YOU DIG YOU DIG `1 cIVil- o � DETAILS 12/17/02 BE NARDINO COUNTY RECORDER, q � � BRING THEM INTO r O CONFORMANCE WITH CONDITIONS AND R, BEING N 6325 DQ W. � --• ---- - - - - -'_ - - - - - F nr, ,.,, tF� : I /�.I;I�f, [ � �n L4,4A4A&_).1_1_ � l.�I �,I� rurevrn ov. PPR (1 Rv :0 . # ,., FOR CONSTRUCTION SHALL BE ENGLISH UNITS. ( REV. REMSION DESCRIPTION DATE EN(R. CITY DATE BENCHMARK: 918,40 _ .. p SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT [� PrepOr2(I UI,cIe1 The Supervision of . CITY OF FONTANA, CALIFORN#A Q�pEESS�© , COMMENCE WITHIN TWO YF JENS THIELMANN SPIKE ON POWER POLE 11674320E AT INTERSECTION ® EARS OF THE DATE OF APPROVALS �HI�� SOUTHRIDGE VILLAGE JURUPA AVE AND MULBERRY AVE , ��4 �.�`� FZ R.C.E. No. 25742 SHOWN HEREON AND CARRIED F �, ' EXP. DATE DRAWN BY: FORTH IN A DILIGENT MANNER, STREET -IMPROVEMENT PLANS SCALE: � No.. 25742 12 S.Z. THE BASIS OF BEARINGS FOR THIS PLAN IS BASED UPON A DIAL /31 /05 AS SHOWN TWO WORKING _ _ n', LINE IN THE SOUTHERLY BOUNDARY [�• LETT 14, PER TR. NO, : THE CI d . 12 31 05 �•, BEFORE DAYS BEFORE TY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO ' DESIGNED BY TRACT 1 Did DATE: 15117, RECORDED IN BO{>>C 275, PAGES 66 THROUGH 90, OF P JIT MAPS RECORDS OF `SAN R YOU DIG YOU DIG `1 cIVil- o � DETAILS 12/17/02 BE NARDINO COUNTY RECORDER, q � � BRING THEM INTO r O CONFORMANCE WITH CONDITIONS AND R, BEING N 6325 DQ W. � --• ---- - - - - -'_ - - - - - F nr, ,.,, tF� : I /�.I;I�f, [ � �n L4,4A4A&_).1_1_ � l.�I �,I� rurevrn ov. PPR (1 Rv :0 . # ,.,