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Home My WebLink About2267-PC-0018I ASSEMBLY 1. WHERE THE BASIN 1S TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED 1. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS AND SHALL NOT BE of �� r, SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE POURED 04 ® 12' cuRe f•cE + H SHAPED BY PLASTERING. ` ,-------- g ---- �•------------ B EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USENG THE SAME CLASS OF CONCRETE -- - - - - - - -- - - - T* r " 4' R EACH WAY STREET, GUTTER 2. ONE GRATING IS REQUIRED UNLESS OTHERWISE SHOWN ON THE PROJECT PLANS. 1 AS IN THE BASIN. WHEN POURED MONOLITHICALLY THE SIDEWALK SHALL BE PROVIDED WITH A R OR LOCAL DEPRESSION I ' WEAKENED PLANE ORA 1 -INCH DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER 1 ' SURFACE 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND I CENTER SUPPORT FOR 1 t ."ACE FLOW UNE , MULTIPLE GRATES PLATE J 1 LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE' SURFACE GRADE SURFACE FLOWLINE� i I I �OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF -SCORING - - - - I .a I � LINE y 4 1--j� � .3'R EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE ' , I 1 ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE, COLOR, FINISH, AND SCORING TO , oN z SIDES of I = -3 2 sLOP£1 SAME AS THE SURFACE GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. 1 STEPS i �� EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN. +•-CURB LINE 4 R I i I i 1 MANHOLE FRAME { I 1 DOWEL (TYP.) f 1' CLEAR . 4. DIMENSIONS: / 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE I AND COVER { 1 I . 1, . I I SHAPED BY PLASTERING. 1 I l i_.� V = 3.5 FEET. _ _ ' r a- x �� 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND I I I STEPS �_ u t Vu =THE DEPTH AT THE UPSTREAM END OF THE BASIN AND SHALL BE DETERMINED BY THE �_, u_`'ll�u � T-- � L� �� ! MATCH BASIN { F OUIREMENTS OF NOTE 3, BUT SHALL NOT BE LESS THAN 2.5 FEET. �� \ LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE EXCEEDS MANHOLE FRAME / I ) 1 AND COVER - 1 I , ' > 17 }• 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE V = THE DEPTH AT THE INVERT OF THE INLET. NOTED ON THE PROJECT PLANS. ' t _ . W - A GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. T I 1 3' R I W = 2 FEET 11-3/8 INCHES FOR ONE GRATING: ADD 3 FEET 5-3/8 INCHES FOR EACH ADDITIONAL I -+�-- Q 4. DIMENSIONS: w) I N i ti GRATING. - 4' MINB - 3 FEET 2 INCHES J )2• MAX.xA = THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND PLAN -_ -.-�" T r . V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE _ _ THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. SURFACE FLOWLttJE 1• R (TYP.) CATCH BASIN AT THE OUTLET = 4.5 FEET. Sa 1 I 5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS_ UNLESS OTHERWISE SPECIFIED, VU= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE ' 1 ( I • THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE �• R tTYP) I A® STEPS I r. L- ------- FRAME AND GRATING UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE I CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF 'THE PIPE SHALL INTERSECT THE --------- - � I ®R_ OPTIONAL SUBGRADE ;, FWISNED .SURFACE41 ' • ' 3, BUT SHALL NOT BE LESS THAN CURB FACE PLUS 12 INCHES. I a -•� 'CONNECTOR PIPE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO __�1 I ) `\ e J OR MONOLITHIC INSURE MINIMUM 3 -INCH PIPE EMBEDMENT, ALL AROUND, WITHIN THE CATCH BASIN WALL, AND -- V, THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE c F_l CATCH BASIN i -_ _-- ___ __ • CENTER SUPPORT FOR INLET. NOTED ON THE PROJECT PLANS. L. 1 I��Q \ CONNECTION 3 -INCH RADIUS OF ROUNDING OF STRUCTURE CONCRETE, ALL AROUND, ADJACENT TO PIPE ENDS. A „ MULTIPLE GRATES 1L-._`- - - \ OPTIONAL ROUGHENED CENTER SUPPORT FORN =NOTED ON THE PROJECT PLANS. --i- -MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CONST. JOINT (TYP.) ,• MULTIPLE GRATES > CATCH BASIN WHENEVER ANGLE A IS LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES, t 2s t W = NOTED ON THE PROJECT PLANS. 41 M I SECTION A -A OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE OFA 3'R MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN A =THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND DOWEL (TYP) I P i X THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. 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, 5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECIFIED, PLAN THEY SHALL BE LOCATED ON THE OPPOSITE WALL AT THE CENTERLINE OF THE DOWNSTREAM .. _ THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASiN. WHERE THE GRATING. STEPS SHALL BE SPACED 12 INCHES APART. THE TOP STEP SHALL BE 7 INCHES BELOW a(p CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL INTERSECT THE THE TOP OF THE GRATING AND PROJECT 2-1/2 INCHES. ALL OTHER STEPS SHALL PROJECT 5 INCHES. �- -7J OPTIONAL ROUGHENED INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO B„ OPTIONAL SUBGRADE CONSTRUCTION JOINT CONNECTOR PPE OR INSURE MINIMUM 3 -INCH PIPE EMBEDMENT, ALL AROUND, WITHIN THE CATCH BASIN WALL, AND r �----�"SECTION B -B I a 4 7. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: (TYP.) MONOLITHIC CATCH 3 -INCH RADIUS OF ROUNDING OF STRUCTURE CONCRETE, ALL AROUND, ADJACENT TO PIPE ENDS. A SECTION A - A BASIN CONNECTION 308 MONOLITHIC CATCH BASIN CONNECTION MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE 90..- 309 CATCH BASIN REINFORCEMENT CATCH BASIN WHENEVER ANGLE 'A' IS LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES, 311 FRAME AND GRATING FOR CATCH BASINS NAL USE OF A DOWEL DETAIL 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP CURB OPENING CATCH BASIN STD PLAN 300-1 (Co B NO. 29 OLD LACFCD 2-DIn2) STRUCTURAL STRUCTURAL DATA WALL AND SLAB DIMENSIONS AND REINFORCEMENT REQUIREMENTS N0. OF GRATES WALL AND SLAB DIMENSIONS AND REINFORCEMENT REQUIREMENTS t MAX MAX W V t tF REINFORCEMENT REQUIRED IN NOT REQUIRED FRONT .REAR BOTTOM WALL WALL $LAB END wAu 3.5 8' 6 6' N R 0 E I N R F 1: R : f C R M 'R E 'a T R E U U I E p 3.3 12 B 18 7' 6' 6' 6 T' 12' 8 B 14' 4 6 6 8 6 8 14 12'8' IO' a o€' cv 4 6 6' 6• 8'E 5 - 6 10' 8 10 12' 8' I0' FOR W)28' V)12'OR 8) 4 SEE PROJECT PLANS DOWEL DETAIL 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP CURB OPENING CATCH BASIN STD PLAN 300-1 (Co B NO. 29 OLD LACFCD 2-DIn2) OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. Inc OPTiO 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 FD, F OPTIONAL OUTSIDE NOTES GRATING CATCH BASIN STD PLAN 304-I EDGES TO BE EDGE OF CONCRETE (C ° B. N 0_ 5 9 ULD L A C F C D G D i b `i 1 ROUNDED I. WHEN DEPTH M FROM STREET GRADE TO THE TOP' OF THE BOX IS LESS D BARS BI I TO 3' R THAN 2'-10 1/2' FOR PAVED STREETS OR 3'-6' FOR UNPAVED STREETS, 3. OC _ r I CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL 'N'. :P SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER •3 TIE BAR R=ID OF SPUR Cf �C SECTION C -C. WHEN DIAMETER DI IS 48' OR LESS. CENTER OF SHAFT 3'-3' LONG. E BARS A, -1 -j MAY BE LOCATED PER NOTE 2. 3'-3' T SEE NOTE 2 L J 4-•4 H BARS D BARS •3 TIE BAR3 I '-0' LONG 2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF 4 3' OC. I -f.-- STORM DRAIN WHEN DIAMETER DI IS 48• OR LESS. IN WHICH CASE PLACE SEE NOTE 9 E� DETAIL •N• E BARS SYMMETRICALLY AROUND SHAFT AT 450 WITH CENTER LINE AND 3-•4 J BARS 4•-8' OMIT J BARS. F D2 L\ - LONG 3. OC CONT. (RINGS AND COVER NOT SHOWN) ADD'L. BARS 6. OC (SEE NOTE 1) 3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN TO INSIDE EDGE OF ON THE PROJECT DRAWINGS PLAN MANHOLE. SEE NOTE 2 A. D2=96' OR LESS. L=5'-6', P=5' NOTES CONCRETE RINGS PER B. D2 OVER 96', L=6' -O', P=8' (SHAFT NOT SHOWN) STREET GRADE CASE I AND CASE 2 MANHOLE FRAME STD. PLAN 3029 5' x I• RING SEAT L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE STREET AND COVER PER H BARS ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS GRADE IF ANGLE A IS LESS THAN 450 OR IF D IS LARGER THAN 24', THEN IN PAVED STREETS GRApE STD. PLAN 630 OMIT THIS STEP SEE TABLE SHALL BE CONTINUED 6'OC. ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. MANHOLE SHAFT c 24 5' x 2' w H BARS5,;4 E BARS CONC. PIPERCP OR CSP `o VARIABLE 4. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER -j2. THE OUTSIDE DIAMETER OF THE INLET PiPE SHALL NOT EXCEED LATERAL/CONNECTOR PIPE . . -PER STD. PIPE m 16' FOR PAVED WD 24- LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND t ONE-HALF THE INSIDE DIAMETER OF THE MAIN LINE. PLAN 3029 SEAT < STREETS, 2'-2' •3 TIE REFER TO THE PROLONGED INVERT GRADE LINES. FOR UNPAVED BARS I t MAIN LINE RCP tMAIN LINE RCP 3. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY. IF THE E BARS 4• INLET PIPE CANNOT ENTER RADIALLY, THEN ANOTHER STANDARD N STREETS F J BARS 5. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GRADE 40, AND SHALL STEEL STEP TIE Bags F TERMINATE 11/2' CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE e� � (' Q STRUCTURE SHALL BE SPECIFIED. PER STO. ROUND SHOWN. 1/2'MIN. PLAN 635 , �, EDGES �� MORTAR N SEE NOTE 4 4. THE SIZE OF THE OPENING INTO THE MAIN LINE SHALL BE THE TiE BAR 5 t TO 3'R 6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED 'TO SPRING LINE. ROUND F F J Bags \ ' o _ J _T I OUTSIDE DIAMETER OF THE INLET PIPE PLUS I- MINIMUM TO 3' EDGES 7. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION ! __ i MAXIMUM. \ STA. PT. I t.B BEDDING OF TO 3'R SPRING LINE EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY \ SECTION C -C � INLET PIPE gL45J SEE NOTE 6 5. •4®18' OC BE PLACED AT SPRING LINE. \ ' ALL CONNECTOR PIPES FOR CASE 2 SHALL BE ENCASED IN CONCRETE �. +" BACKFILL WITH IF LAID WiTHIN THE MAIN LINE EXCAVATED TRENCH 420-C-2000 APPLIES AT NCH OR IF LAID ON BOTH WAYS, TO BE USED INLET ELEVATION THIS CONCRETE OR TION 8. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A A 45• •�''� 1 FILL WHICH HAS NOT BEEN DENSIFIED. - STRUCTURAL DATA WALL AND SLAB DIMENSIONS AND REINFORCEMENT REQUIREMENTS N0. OF GRATES MAX. V t REINFORCEMENT FOR WALLS AND SLABS 1-2 4 Ir 6 NOT REQUIRED 1 - 2 a' 8' I - 2 1006' 1 - 2 12 13 t/4' REQUIRED 3-4 4' 48' 1 NOT REQUIRED 4 7''3-a 15 1/2- 8''REQUIRED 8 I/2' 1 108' 1 3-4 12' 5 - 6 a 6 NOT REQUIRED 5-6 6' 8" 5-6 B' 8' REQUIRED 5-6 12 10 6 4' 6 )6 8 8 > 6 12' 10' OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. Inc OPTiO 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 FD, F OPTIONAL OUTSIDE NOTES GRATING CATCH BASIN STD PLAN 304-I EDGES TO BE EDGE OF CONCRETE (C ° B. N 0_ 5 9 ULD L A C F C D G D i b `i 1 ROUNDED I. WHEN DEPTH M FROM STREET GRADE TO THE TOP' OF THE BOX IS LESS D BARS BI I TO 3' R THAN 2'-10 1/2' FOR PAVED STREETS OR 3'-6' FOR UNPAVED STREETS, 3. OC _ r I CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL 'N'. :P SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER •3 TIE BAR R=ID OF SPUR Cf �C SECTION C -C. WHEN DIAMETER DI IS 48' OR LESS. CENTER OF SHAFT 3'-3' LONG. E BARS A, -1 -j MAY BE LOCATED PER NOTE 2. 3'-3' T SEE NOTE 2 L J 4-•4 H BARS D BARS •3 TIE BAR3 I '-0' LONG 2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF 4 3' OC. I -f.-- STORM DRAIN WHEN DIAMETER DI IS 48• OR LESS. IN WHICH CASE PLACE SEE NOTE 9 E� DETAIL •N• E BARS SYMMETRICALLY AROUND SHAFT AT 450 WITH CENTER LINE AND 3-•4 J BARS 4•-8' OMIT J BARS. F D2 L\ - LONG 3. OC CONT. (RINGS AND COVER NOT SHOWN) ADD'L. BARS 6. OC (SEE NOTE 1) 3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN TO INSIDE EDGE OF ON THE PROJECT DRAWINGS PLAN MANHOLE. SEE NOTE 2 A. D2=96' OR LESS. L=5'-6', P=5' NOTES CONCRETE RINGS PER B. D2 OVER 96', L=6' -O', P=8' (SHAFT NOT SHOWN) STREET GRADE CASE I AND CASE 2 MANHOLE FRAME STD. PLAN 3029 5' x I• RING SEAT L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE STREET AND COVER PER H BARS ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS GRADE IF ANGLE A IS LESS THAN 450 OR IF D IS LARGER THAN 24', THEN IN PAVED STREETS GRApE STD. PLAN 630 OMIT THIS STEP SEE TABLE SHALL BE CONTINUED 6'OC. ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. MANHOLE SHAFT c 24 5' x 2' w H BARS5,;4 E BARS CONC. PIPERCP OR CSP `o VARIABLE 4. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER -j2. THE OUTSIDE DIAMETER OF THE INLET PiPE SHALL NOT EXCEED LATERAL/CONNECTOR PIPE . . -PER STD. PIPE m 16' FOR PAVED WD 24- LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND t ONE-HALF THE INSIDE DIAMETER OF THE MAIN LINE. PLAN 3029 SEAT < STREETS, 2'-2' •3 TIE REFER TO THE PROLONGED INVERT GRADE LINES. FOR UNPAVED BARS I t MAIN LINE RCP tMAIN LINE RCP 3. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY. IF THE E BARS 4• INLET PIPE CANNOT ENTER RADIALLY, THEN ANOTHER STANDARD N STREETS F J BARS 5. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GRADE 40, AND SHALL STEEL STEP TIE Bags F TERMINATE 11/2' CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE e� � (' Q STRUCTURE SHALL BE SPECIFIED. PER STO. ROUND SHOWN. 1/2'MIN. PLAN 635 , �, EDGES �� MORTAR N SEE NOTE 4 4. THE SIZE OF THE OPENING INTO THE MAIN LINE SHALL BE THE TiE BAR 5 t TO 3'R 6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED 'TO SPRING LINE. ROUND F F J Bags \ ' o _ J _T I OUTSIDE DIAMETER OF THE INLET PIPE PLUS I- MINIMUM TO 3' EDGES 7. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION ! __ i MAXIMUM. \ STA. PT. I t.B BEDDING OF TO 3'R SPRING LINE EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY \ SECTION C -C � INLET PIPE gL45J SEE NOTE 6 5. •4®18' OC BE PLACED AT SPRING LINE. \ ' ALL CONNECTOR PIPES FOR CASE 2 SHALL BE ENCASED IN CONCRETE �. +" BACKFILL WITH IF LAID WiTHIN THE MAIN LINE EXCAVATED TRENCH 420-C-2000 APPLIES AT NCH OR IF LAID ON BOTH WAYS, TO BE USED INLET ELEVATION THIS CONCRETE OR TION 8. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A A 45• •�''� 1 FILL WHICH HAS NOT BEEN DENSIFIED. - TABLE OF VALUES FOR F WHEN D2 1POINT F 60' OR OVER F SECTION A -A 6 1/2' z II 3/4' oI PIPE SEAT LEVEL. 7- �I SEE NOTE 8 12 1/2- E BARS N 7 1/2' 1�3,1 R 13 t/4' D Bi4RS N P 112'-4-!2'-4- 1P o TABLE OF VALUES FOR F D2 I F 02 1 F 36' I 6 1/2' 78' II 3/4' 39' 1 7- 84• 1 12 1/2- 42- 1 7 1/2' 90' 1 13 t/4' 45' 1 7 3/4• 96' 14- 48' 1 8'1 102' 1 15 1/2- 51' 1 8 I/2' 1 108' 1 16- 54* 1 9' 1 114' 1 16 1/2' 57. 1 9 1/4' 1 120' 1 17' 60' 1 9 1/2' 1 126' 1 17' 63' 1 10' 1132' 1 17 1/2' 66' 1 IO I/4' 138' 17 1/2' 69' 110 3/4' 144' 1 18' 72' 1 11' LINE OF INLET PIPE. LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F SHOWN ON TABLE SH. I. Q 4• COMPACT SOIL TO RELATIVE DENSITY TABLE OF VALUES FOR M (SEE NOTE U 6. BURN OR CHIP END OF CONNECTOR PIPE FLUSH WITH INNER SURFACE REOUIRED BY SPECIFICATIONS _ I OF MAIN LINE. ROUND EDGE OF CONCRETE PIPE OR RCP. 9. D BARS SHALL BE @4 FOR D2=39' OR LESS, 95 FOR D2=42' TO 84' INCLUSIVE AND •6 FOR D2=90' OR OVER. UNDISTURBED EARTH BEDDING A. PER 7. ALL CSP AND FITTINGS SHALL BE GALVANIZED. CASE I STD, PLAN 3080 10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT SPRING PLAN CASE I 8. STATION SPECIFIED ON THE PROJECT DRAWINGS APPLIES AT THE UNE UNLESS OTHERWISE SHOWN. INTERSECTION OF THE INSIDE WALL OF MAIN LINE AND THE CENTER il. STEPS SHALL CONFORM TO STANDARD PLAN 635. UNLESS OTHERWISE SECTION B -B LINE OF INLET PIPE. SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14' TO 15' OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24' ABOVE THE INVERT. 9. CASE 2 SHALL NOT BE USED TO CONNECT TO THE FLOOR OF A GRATING CATCH BASIN WHERE THE GRATE WILL BE SUBJECT TO 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE VEHICLE TRAFFIC. A. MAIN LINE = 36' INSIDE DIAMETER OR LARGER. (SEE EXCEPTION f -- Z I I FOR MANHOLE NO. 1. SEE NOTE 11. STANDARD Pt AN 3020 I 1n FOR cnsF 2- NOT MORE THAN 12 SECTION B -B ��Ofra5lp�;� N Q. W , 11.4 H Or `1 JUNCT I ON STRUCTURE NO. 4 ( CASE I) STD PLAN 3 QZ MANHOLE NO. 2 STD PLAN 3021-0 j,. CITY OF FON I ANA, CALIFORNIA -� - - D I i 1 CHECKED BY ..: ! as' DR. NO. DATE (OLD L A 1. F 1. D L D I J (OLD LAC CD 2 8 1 m- �;�j APPROVED. C I TY ENG I NEER RE. NO. Information confidential DESIGNED BY E SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY COMMUTER RAIL. = .SAN BERNARDINO L11 all plans, drawings. specift- P. APODACA QRpFESSlQq i cations. and or Information DRAWN BY o Professional Engineering Services and Staff Support for the Metrolink Regional Rail System 16777 O R A N G E W A Y,. F 0 N T A N A, C A LIF 0 furnished herewith shall �, \pN�KRq�� SCRRA g g remain the property of the R. H 0 L G U I N O ESouthern California Regional Rail Authority and CHECKED BY - i PARSONS ®E LrV�/� INC. FONT T rhl 0 L I ON13 K F sha I I be held conf 1 dent i a l) B • W I L SON NQ. 03493 I Freilve4c R.I"•ia3:IS, Inc. 100 West Walnut Street and shall not be used for Q Pasodena, California 91124STA® /� p ^ /� �' any purpose not provided APPROVED BY Exp.9/30/-� A (1 D A for In agreements with the D. K R A V I F Southern California Regional -NEW DRAWING -INITIAL ISSUE Roll Authority. DATE F OF CA�� APPROVED: RELEASED:,---;`��: DESCR I P7 I ON BY APP. 7/20/93 W a Q x W U / m• E-• / N w w M 0 N arn in 1C I N M CIN r - Y .r� 07/09/93 10: 34: 09 �c 3 W GRADE POINTS. TABLE OF VALUES FOR M (SEE NOTE U - - WITHIN THE MAIN LINE EXCAVAT PAVED STREET IUNPAVED STREET SECTION MAX. I MIN. 1 MAX. I MIN. A -A 2'-10 1/2' 1 3'-6. SEE NOTE 4 _ J a C -C II' 1 8 1/2' 1 16' 1 15' SECTION B -B ��Ofra5lp�;� N Q. W , 11.4 H Or `1 JUNCT I ON STRUCTURE NO. 4 ( CASE I) STD PLAN 3 QZ MANHOLE NO. 2 STD PLAN 3021-0 j,. CITY OF FON I ANA, CALIFORNIA -� - - D I i 1 CHECKED BY ..: ! as' DR. NO. DATE (OLD L A 1. F 1. D L D I J (OLD LAC CD 2 8 1 m- �;�j APPROVED. C I TY ENG I NEER RE. NO. Information confidential DESIGNED BY E SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITY COMMUTER RAIL. = .SAN BERNARDINO L11 all plans, drawings. specift- P. APODACA QRpFESSlQq i cations. and or Information DRAWN BY o Professional Engineering Services and Staff Support for the Metrolink Regional Rail System 16777 O R A N G E W A Y,. F 0 N T A N A, C A LIF 0 furnished herewith shall �, \pN�KRq�� SCRRA g g remain the property of the R. H 0 L G U I N O ESouthern California Regional Rail Authority and CHECKED BY - i PARSONS ®E LrV�/� INC. FONT T rhl 0 L I ON13 K F sha I I be held conf 1 dent i a l) B • W I L SON NQ. 03493 I Freilve4c R.I"•ia3:IS, Inc. 100 West Walnut Street and shall not be used for Q Pasodena, California 91124STA® /� p ^ /� �' any purpose not provided APPROVED BY Exp.9/30/-� A (1 D A for In agreements with the D. K R A V I F Southern California Regional -NEW DRAWING -INITIAL ISSUE Roll Authority. DATE F OF CA�� APPROVED: RELEASED:,---;`��: DESCR I P7 I ON BY APP. 7/20/93 W a Q x W U / m• E-• / N w w M 0 N arn in 1C I N M CIN r - Y .r� 07/09/93 10: 34: 09 I