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Home My WebLink About3071-2ISM 0 300 mm(*4012') FACE PLATE EACH WAY ASSEMBLY 5 mm(1/41)R STREET, GU' /►G 1 AA►/ h R m PLOW oOWEL CURS STEPS m ; 3.2 SLOPE PUBLIC WORKS STANDARDS INC., GREENBOOK COMMITTEE ( METRIC �j 31 3 1984 � \�] - a 75 mm SHEET t OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION FACE �• PLATE SCORING I o E LINE 2 EXTRA I5M(f4) ON 2 SIDES OF �� MANHOLE FRAME ( j N AND COVER ---") * } } CATCH BASIN ( MANHOLE FRAME I tF w AND COVER- 0L -� I 16 V 0 ISM 0 300 mm(*4012') FACE PLATE EACH WAY ASSEMBLY 5 mm(1/41)R STREET, GU' /►G 1 AA►/ h R m PLOW oOWEL CURS STEPS STANDARD PLAN 2 300 -SHEET SHEET 2 OF 2 ; 3.2 SLOPE PUBLIC WORKS STANDARDS INC., GREENBOOK COMMITTEE j� AT CATCH BAS I S METRIC �j 31 3 1984 � \�] - a 75 mm SHEET t OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION LINE �• (31)R TYP.) o E �� LINE N `R * } tF w 0 t 100 mm m t49MIN. 3pp0 mm 75 mm (12')MAX. (3')R aL44Ls 4, 0 �-[CONNECTOR PIPE OPTIONAL SUBGRADE --•�- Z'� OR MONOLITHIC CATCH BASIN 20 B CONNECTION STEPS ` " 0 At 1 a-- l a` SECTION A -'A 100 mm 200 mm(81) �.� (46)R � IOM(s4) 90° DOWEL (TYP.) P PLAN DOWEL DETAIL STRUCTURAL. DATA WALL AND SLAB DIMENSIONS AND REINFORCEMENT REQUIREMENTS REINFORCEMENT MAX MAX t tF REQUIRED IN W V FRONT REAR I BOTTOM END WALL WALL SLAB WALL 1.0 m(3.59 2.4 m(81) 150 'mm(6•) 150 MM(6') 1,0 m(3.51) 3.5 m(IT) 200 mm 8" t ) 200 mm(8)�,� 12 -1/OC 2.0 m(71) 1.8 m(69 "150 mm(6') 150 mm(64) (-Trp) 2.0 m(79 3.5 WIT) 200 mm(8') 200 mm(8') 4.0 m(141) 1.2 m(4') 150 nIm(64) 150 mmt6°) R F E 2.4 m(81) 150 mm(6•) 200 mm(84) I 4,0 M041 3.5 m(12') 200 mm(84) 250 mm(10l) N F 1.2 m(41) 150 mm(6•) 150 mm(6') R £ c 1.8 m(6') 150 mm(6') 200 mm(8•l C Q N2.4 m(89 200 mm(8•) 200 mm(8') M U E 3.0 MOO'.) 200 mm(8•) 250 mm(10') £ R �m N E 3,5 m(121) 200 mm(8'l 250 mmt101) , T D FOR W > 9 m(289, V > 3.5 m(121) OR B > 1.2 m(49 SEE PROJECT PLANS AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE STANDARD PLAN .y E CATCH �A METRIC K PUBLIC WORKS STANDARDS INC. � GREENBOOK COMMITTEE � ®O- SIN 1984 V REV. 1996 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 F DL F OPTIONAL OUTSIDE EDGES TO BE EDGE OF CONCRETE ROUNDED TO " OBARS I_ .�( 75 mm (3') R 75 mm (31) OC IOM(03) TIE BAR �. �-- R=ID OF SPUR C''] I ►C 4-20M(#6), E BARS At s 975 mm (3'--30) LONG, -j SEE NOTE 2 ' I- . 1 4-15M04) H D BARS --IOM(*3) TIE BARr-j- BA RS. 900 mm 75 mm (31OC, I l.2 m LONG SEE NOTE 9 ` 3-15M04) J BARS 1.4 m (4'-0") B ' I (4'-B'}_ LONG 75 mm(30) OC CON'T.ADD'L. BARS 150 mm DETAIL "N" F D2 1= (6') OC TO ENS EDGE OF MANHOLE. SEEEE NOTE 2 (RINGS AND COVER NOT SHOWN) PLAN (SEE NOTE 1) (SHAFT NOT SHOWN) MANHOLE FRAME STREET AND COVER PER GRADE STD. PLAN 630 $10 mm (241) MANHOLE SHAFT= w iv of PER STD. 12 125 mm x 50 mm x2°) m �- 0 PIPE SEAT LEVEL, PLAN 324 PIPE SEAT g 9E H SEE NOTE 8 900 mm (3'-0') • E BARS w �, w E BARS I� TIE BARS STEPS---" 3 l R t 'TIE BAR --� 11Lo II D BARS t -I25 -mm (51) I t ra F J BARS P 17fl0 mm 700 mm f P ROUND EDGES T"1(2'-4'I,t2'�4') TO 75 mm (32) R SPRING LINE 15M(i4) 0 450 mm INLET I �f {I$') OC BOTH ELEVATION- GRADE POINTS, WAYS TO BE USEDAPPLIES AT SEE NOTE 4 WHEN Dx IS 1500 mm THIS POINT (so') OR OVE SECTION B -B SECTION A -A CONCRETE RINGS PER STD, STREET GRADE 125 mm x PLAN 324-- RING SEAT 5 mm (5'xl•) OMIT THIS ti M H BARS STEP IN C. PAVED _ 0; SEE TABLE STREETS' VARIABLE + 25 ISO mm H BARS L (S•) 150 mm (6 _ 2a E BARS 400 mm (16') FOR 50 IOM(03 OR +4) PAVED STREETS, F `_ {61 F TIE BARS 650 mm (21-20) FOR UNPAVED STREETS J BARS ROUND EDGES IL TO 75 mm (3")R SECTION C -C,. -.. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULG-PUBLIC WORKS ATED BY THE STANDARDS INC., MAN N O�L E PIP !S 1 0 '.P'I P E MAIN LINE STANDARDMTR C LAN GREtrN8019Z0MMkTTEE i''"'�900 m 36 Oa LARGER 320-1 REV. 1996 USE WITH STANDARD SPEC/IFIL/CATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 10F 4 BASIS OF BEARING, BASIS OF BEARING BEING THE SOUTH LINE OF NE 1/4 SECTION 35, T1 S, R6W, SBBM SHOWN AS N 89'47' 11 " W ON TRACT NO. 15655-1 M.B. 264/47-49, RECORDS OF SAN BERNARDINO COUNTY. ilk Isiluff 1111 BM #8-17 ELEV=1428.609 DEPARTMENT OF TRANSPORTATION BRASS DISC. MARKED 8-17 NORTH SIDE FO HIGHLAND 1300 FEET EAST OF CHERRY ON THE BASE OF AN EDISON TOMER. NOTE9: 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 is 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'-21 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'). V, = 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 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(7") BELOW THE TOP TO THE MANHOLE AND PROJECT 65 mm(2-1/2"). ALL OTHER STEPS SHALL PROJECT 130 mm(5"). 7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(79 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 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 2 300 -SHEET SHEET 2 OF 2 CURB OPENING CATCH BASIN REV, DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REWSIoN DESCRIPTION I DATE I EIVa CI' ' N i{----------- wD az � cw> CURB OPENING I---�- �r CATCH BASIN (Sj E w�w 45Q mm ST CURB POINT A (1.5•> POINT S E POINT `GN,� �0 STRAlGy7- GRgpE � RID POINTE ,E 0 POINT F A -� DIRECTION OF FLOW.. �m N wD o� U POINT A POINT B POINT C FLOW LINE PROFILE CASE A =' N L WD I wr wz _ ��. CURB OPENING E w Q CATCH BASIN (S) 4 =zCD 1 I I W CURB --POINT D & r71�UTTER D� w E POINT G --� DIRECTION OF FLOW z0 L N L -POINT I) F FLOW LINE cine CURB POINT A::7 �Pa� POINT B STRRi POINT D & POINT C �T�,+�' � QUT7ER) POINT E w POINT F C POINT G ¢ �'¢•• :,�„ DIRECTION OF FLOW --�- PPL.AU -.�--DIRECTION OF FLOW 0 0a 2U zN L WD L N � . POINT D 71POINT A POINT B POINT C FLOW LINE PROFILE Flow LINE CASE B 150 mm (6") 25 mm (10) 150 mm (611) 25 mm (1") M,G,OR VAR. M M 450 mm VAR. VAR. 50 mm VAR. 1. {2) P RIDGE . . FACE + H -- r `r ' • E •• ° VALLEY- ;~ ° • VALLEY o.. . a , P, a, •a SECTION A -A SECTION B -B SECTION C -C AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE LOCAL DEPRESSIONS STANDARD PLAN PUBLIC WORKS STANDARDS INC., GREENBOOK COMMITTEE j� AT CATCH BAS I S METRIC �j 31 3 1984 � \�] - REV. 1996 SHEET t OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (21-10 1/2") FOR PAVED STREETS OR 1060 mm (3'-60) FOR UN- PAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL "N". SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER DI IS 1206 mm (48") OR LESS, CENTER OF SHAFT MAY BE LOCATED PER NOTE 2. 2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER DI IS 1200 mm (48") OR LESS, IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 450 WITH CENTER LINE AND OMIT J BARS. 3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS. - A. D2=2400 mm (960) OR LESS, L=1.7 m (5'--60), P=130 mm (5") B. D2 OVER 2400 mm (96"), L-1,8 m (61-0"). P=210 mm (8") L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS SHALL BE CONTINUED 150 m (6") 0C. 4. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. 5. REINFORCEMENT SHALL CONFORM TO ASTM A 615M. GRADE 300 (ASTM A 615, GRADE 40), AND SHALL TERMINATE 40 mm. (I 1/2") CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 6.. FLOOR OF MANHOLE SHALL BE STEEL- TROWELED T4 SPRING LINE. 7. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. S. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F SHOWN ON TABLE SH. 2. 9, D BARS SHALL BE 15M(#4) FOR D2=975 mm(391) OR LESS. 15M(#5) FOR D2 =1050 mm (4211) TO 2100 mm (8411) INCLUSIVE AND 20M(06) FOR D2=2250 mm (90") OR OVER. 10. CENTER LINE: OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT SPRING LINE UNLESS OTHERWISE SHOWN. 11, STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm 049 TO 375 mm (15") OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (240) ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE= A. MAIN LINE = 900 mm (3611) INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN LINE RCF DOWNSTREAM OF MANHOLE IS 900 mm (36") TO 1050 mm (42') INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (330) OR LESS STANDARD PLAN 321 SHALL BE USED. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 320-1 SHEET 3 of 4 MANHOLE -I-IPE T O PIPE MAIN LINE I D=900 mm(36" OR LARGER IY DATE N 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. 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 GUTTED 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. H1 = NOTED ON THE PROJECT PLANS, H2 = NOTED ON THE PROJECT PLANS. H3 : NOTED ON THE PROJECT PLANS. G - 600 mm (2 Feet) K = 1.5 m (5 Feet) L = 1.8 m (6 Feet) M = 1.2 m (4 Feet) N = 1.5 m (6 Feet) WiD = CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR MUTIPL.E CATCH BASINS. THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm (8 INCHES). 6, DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES, IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC BAR SIZES, IF ENGLISH UNITS ARE USED, ALL VALUES USED . FOR CONSTRUCTION SHALL BE ENGLISH VALUES. -AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD ALAN METRIC LOCAL DEPRESSIONS AT CATCH BASINS 313-1 B. THE OUTSIDE D.iAMETER 4F THE LATERAL MUST BE LESS THAN OR EQUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LIME. 1F THE UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT THE SAME. THE GOVERNING .INSIDE DIAMETER OF THE MAIN LINE SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER LINE OF THE LATERAL -ENTERS THE MANHOLE. C. IN NO INSTANCE SHALL THE INSIDE piAMETER OF THE LATERAL TO THE MANHOLE BE GREATER THAN 750 mm (30"). 13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. 14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 15. WHERE A MANHOLE SHAFT - 900 mm (36') WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326. 16. WHERE A PRESSURE MANHOLE SHAFT -WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328. 17. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36") WITHOUT REDUCER IS .SPECIFIED REFER TO STANDARD PLAN 329. I&. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTEQUAL VALUES. IF METR 1C VALUES ARE 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 FOR CONSTRUCTION SHALL BE ENGLISH UNITS. - THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN 324 MANHOLE SHAFT -WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm (36') WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT 914 mm (36") WITHOUT REDUCER 630 610 mm (240) MANHOLE FRAME AND COYER 633 914 mm ( Prepared Under The Supervision Of ; FOCUS ENGINEERING, INC. 25 MAUCHLY, SUITE 31'7 IRVINE, CA 926'is TEL: X949 450--0 90 FAX: f g49 � 450-1)592 Date Date :i SHEET 4 OF 4 36°) MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN MANHOLE PIPETO METRIC PIPE MAIN LINE 4 _ 1 a=900 m t 3' .. O R LAR.G�E R 3 ET 1 SHEET 4 OF 4 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO `EARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT O T MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. � Q �VES sf � ��`� �� LIN t �y ca � � No. 4197 EXP, 12/31/03 "fit � ��,clv1�. �� r OF Prepared Under The Supervision Of ; FOCUS ENGINEERING, INC. 25 MAUCHLY, SUITE 31'7 IRVINE, CA 926'is TEL: X949 450--0 90 FAX: f g49 � 450-1)592 Date Date :i BRAWN BY: DESIGNED BY: CHECKED BYE CHARLIE C. LIIU, RCE: 41497 STORM DRAIN IMPROVEMENT PLAN TRACT 58E3 FONTANASNO,,,-1 R/C;61b}MUNITY PPROYEO BY: SCALE. DATE: DWG N0. 2 307 3