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Home My WebLink About3660-3-T FACE I PLATE_ I I 2 EXTRA*4 I I ON 2 SIDES OF I MANHOLE FRAME I I AND COVER `\ CATCH BASIN I I MANHOLE FRAME AND COVER I C ®� T T I I ►� I .I.� STEPS i I _ Is I W l I, L m DOWEL (TYP,)__-----' cr- PLAN • 4 lb 12' ~4' R" EACR H WAY -FLOW LINE I —SCORING , LINE 4 f. —CURB LINE DQ.WEL(TYP.) 1" CLEAR --- STEPS I 3' R 4"MIN . 12"MAX. 1 ' � 1 • FACE PLATE , ASSEMBLY CURB FACE+H STREET, GUTTER OR LOCAL DEPRESISION SURFACE �— i _3'R -3.2 SLOPE ( , L y_J t � F • > �\ OPTIONAL SUBGRADE -CONNECTOR PIPE OR MONOLITHIC I CATCH BASIN R iA.. \ OPTIONAL ROUGHENED CONNECTION CONST. JOINT (TYP.) p , SECTION A -A N4 1 90" .M DOWEL DETAIL 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 1 -INCH 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 = 3 FEET 2 INCHES V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET = 4.5 FEET. 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 12 INCHES. ' 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 SPECIFIED, 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 3 -INCH PIPE EMBEDMENT, ALL AROUND, WITHIN THE CATCH BASIN WALL, AND 3 -INCH 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 CUTTING 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 12 INCHES APART. THE TOP STEP SHALL BE 7 INCHES BELOW THE TOP TO THE MANHOLE AND PROJECT 2-1/2 INCHES. ALL OTHER STEPS SHALL PROJECT 5 INCHES. 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 7 FEET 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 APWA STD. 300-2 WF iQ N K WO L A " of a or CURB OPENING _ W CATCH BASIN (S) CU�N3 L---- -J ® - 8, POINT A CUR POINT B POINT C Tqq' POINT 0 SB + t GPp STRgIGHT bq(l GUTTER POINTE n�ap� P\QG6 R1pGE GRAD �FYRq�F ` PLLI OINT F fA to --- DIRECTION OF FLOW PLAN V N X WD _= i L L— L_ —_ —_— POINT A POINT B P NT WW N �U a 4, o Waw 3i_ N y !7 CURB POINT E W V FLOW LINE PROFILE CASE A L WD L — CURB OPENING F CATCH BASIN(S) r 1 _ r; C POINT A i A '- POINT F to DIRECTION OF FLOW -+- ac M 2U ' L N L LT M I. S' F2" CURB SECTION A -A POINT B POINT C PLAN — wD '- POINT G �- DIRECTION OF FLOW N --� POINT 0 FLOW LINE N POINT 0 CURB a GUTTER] POINT G +- DIRECTION OF FLOW 4� �om L N POINT A " POINT 8 " POINT C FLOW LINE PROFILE CASE B POINT D FLOW LINE 1" 6" M 1" 6" M, G, OR VAR.— VAR. AR. VAR. L VAR.—�JIII _L VAR. I RIDGE•'i: I• "!' VALLEY 7 VALLEY _�*a SECTION B -B SECTION C -C NOTES: 1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 1/2 -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 H2 HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS B AND C, RESPECTIVELY. THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER FLOW LINE. WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT E SHALL BE SET H3 HIGHER THAN THE ELEvATION AT THE NEAREST TOE OF CURB. 5. DIMENSIONS: H = NOTED ON THE PROJECT PLANS. H, = NOTED ON THE PROJECT PLANS. H2 = NOTED ON THE PROJECT PLANS. H3 = NOTED ON THE PROJECT PLANS. G = 2 FEET. K = 5 FEET. L = 6 FEET. M = 4 FEET. N = 5 FEET. WD= CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR MULTIPLE CATCH BASINS. THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 8 INCHES. APWA 5TD. 313-1 STRUCTURAL DATA WALL AND SLAB DIMENSIONS AND REINFORCEMENT REQUIREMENTS REINFORCEMENT MAX MAX t tF REQUIREO IN W V FRONT REAR BOTTOM END WALL WALL SLAB WALI 3.3 e' -Fr- 6 6" 3. 8 8 � 6' 6 6 7' 12' 12M 6 8 14' 4 6 6 /R. 6 6 8 �E i4 12' B 10 " ' R N 6 E ll' - U 10 1 ido- _F2r_ 10" FORW)28, V)12'OR B) ♦ SEE PROJECT CLANS • 4 lb 12' ~4' R" EACR H WAY -FLOW LINE I —SCORING , LINE 4 f. —CURB LINE DQ.WEL(TYP.) 1" CLEAR --- STEPS I 3' R 4"MIN . 12"MAX. 1 ' � 1 • FACE PLATE , ASSEMBLY CURB FACE+H STREET, GUTTER OR LOCAL DEPRESISION SURFACE �— i _3'R -3.2 SLOPE ( , L y_J t � F • > �\ OPTIONAL SUBGRADE -CONNECTOR PIPE OR MONOLITHIC I CATCH BASIN R iA.. \ OPTIONAL ROUGHENED CONNECTION CONST. JOINT (TYP.) p , SECTION A -A N4 1 90" .M DOWEL DETAIL 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 1 -INCH 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 = 3 FEET 2 INCHES V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET = 4.5 FEET. 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 12 INCHES. ' 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 SPECIFIED, 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 3 -INCH PIPE EMBEDMENT, ALL AROUND, WITHIN THE CATCH BASIN WALL, AND 3 -INCH 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 CUTTING 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 12 INCHES APART. THE TOP STEP SHALL BE 7 INCHES BELOW THE TOP TO THE MANHOLE AND PROJECT 2-1/2 INCHES. ALL OTHER STEPS SHALL PROJECT 5 INCHES. 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 7 FEET 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 APWA STD. 300-2 WF iQ N K WO L A " of a or CURB OPENING _ W CATCH BASIN (S) CU�N3 L---- -J ® - 8, POINT A CUR POINT B POINT C Tqq' POINT 0 SB + t GPp STRgIGHT bq(l GUTTER POINTE n�ap� P\QG6 R1pGE GRAD �FYRq�F ` PLLI OINT F fA to --- DIRECTION OF FLOW PLAN V N X WD _= i L L— L_ —_ —_— POINT A POINT B P NT WW N �U a 4, o Waw 3i_ N y !7 CURB POINT E W V FLOW LINE PROFILE CASE A L WD L — CURB OPENING F CATCH BASIN(S) r 1 _ r; C POINT A i A '- POINT F to DIRECTION OF FLOW -+- ac M 2U ' L N L LT M I. S' F2" CURB SECTION A -A POINT B POINT C PLAN — wD '- POINT G �- DIRECTION OF FLOW N --� POINT 0 FLOW LINE N POINT 0 CURB a GUTTER] POINT G +- DIRECTION OF FLOW 4� �om L N POINT A " POINT 8 " POINT C FLOW LINE PROFILE CASE B POINT D FLOW LINE 1" 6" M 1" 6" M, G, OR VAR.— VAR. AR. VAR. L VAR.—�JIII _L VAR. I RIDGE•'i: I• "!' VALLEY 7 VALLEY _�*a SECTION B -B SECTION C -C NOTES: 1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 1/2 -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 H2 HIGHER THAN THE GUTTER FLOW LINE ELEVATIONS AT POINTS B AND C, RESPECTIVELY. THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER FLOW LINE. WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT E SHALL BE SET H3 HIGHER THAN THE ELEvATION AT THE NEAREST TOE OF CURB. 5. DIMENSIONS: H = NOTED ON THE PROJECT PLANS. H, = NOTED ON THE PROJECT PLANS. H2 = NOTED ON THE PROJECT PLANS. H3 = NOTED ON THE PROJECT PLANS. G = 2 FEET. K = 5 FEET. L = 6 FEET. M = 4 FEET. N = 5 FEET. WD= CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR MULTIPLE CATCH BASINS. THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 8 INCHES. APWA 5TD. 313-1