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HomeMy WebLinkAbout3580-3D L T 300:mm 021 300 mm 021 100 mm 14.1 450 mm. (181 300 mm (121) 125 mm (5.1 600_:m (24.1 300 mm 1121 150 mm (61 ,750 mm (30.1 450 mm (181,175 mm l7.1 .900. own (36.1 450 mm 118.1 225 mm (91 100 mm 142-1 450 mm (IB-) 225 mm (91 1.200 mm (48"1 450 mm (181) 250 mm (101 1425 mm (571,450 mm (18-) 250 mm 001 1500 mm 160' 525 mm (21•) 275 mm (W) 1650 nim (66' 525 mm (21•) 275 mm III') 1@00 min (72.) 600 mm 124. 300 mm (12.1 _ 1 _ ., _ _ - _. __ _ m STA. POINT �j .I- O � . � __ i_ , I _. i -- I: j 1 c� f_ \SR I , € 3 15M h4) CIRCULAR TIES. _ .. _ lL _ 6. F R 1 - _ iGL �_i., s.__ _. _._ _._..Ia._ ___._.�____.__.._._. _.___ _._ __,___�_ -- rte__ 0 PPE SIZE NOT LISTED USE NEXT SIZE_LARGER. a I : i F SEE NOTE 9 CONNECTOR PIPE TABLE OF i Z i I_ �� I SEE NOTE 3 7. REINFORCEMENT SHALL CONFORM T4 ASTM A 615 M (A 615) GRADE 80 mm-�-�_.,. � VALUES FORT 300(40). . ) MI N. I i I Z s IS mm ` 3 --- 6 1 MIN* , � Q € - _8. WHERE REINFORCING tS .REQUIRED THE DIAMETER OF THE CIRCULAR STA. POINT _ I I , -ISI 1 I ,, W 1 ° TIES SHALL BE D+t2'X WALL THICKNESS) +.T. _ , =1 I i € o � _,mom , T B T _... ��.a_� __m _._-_._...___. . _ _-_._..__,.;. .. ,.. ___ .� Q { LATERAL i -0 \ Z tf (• SEE NOTE 3 I _ (_ \ 9 l_ .,. - _..{ •__,- 300 mm (12.) 130 mm (S•) 1S ! I- \ _ __tom ! , j_ .. _ • !, 9. REINFORCING SHALL BE USED WHERE. THE PIPE DIAMETER IS 9. I I I F, I Q t€_ IZ 1 < q ch•,•- CUT • -- -�3. S_. 0 GJ W , � S .a,o z>I a N 0. .2 LINE, 1 � rry 1,� Z N x � , v ,_ � , --� 1 � ~-� -.- �- , 'h I W _ _ Z �. , i _ i � el•• , N 1 ! s r I - \ s I Z 1) A 0 I %A' GREATER THAN..525 mm- (21') AND ON ALL PIPES WHERE THE SPACES PLAN 375 mm (15•) 13o mm is•) s Fti BETWEEN THE EXTREME OUTER ENDS IS 75 mm (3') OR LARGER. Oso mm as9 13o mm (s9 4 F ,p 525 mm (211) 130 mm (5•) CIRCULAR TIES: :O •O •q: V 10.0 fps mOX Iso mm -THESE RECORD DRAWIN(�t3 HANE BEEN PREPARED, IN PART, ON THE BMJtS OF MlPOR�OATiON COMPILED AND FURNISHED BY OTHERS. THE EMQlNEER WILL NOT t� RESPONSIBLE FOR IMtR,GATEO BY THE - CUT NO. 1 4� P WsTAN�m, GRE Im 3 1 00 2' THR H O�1G 1800 mm ' METRIC 380-3 - - 72') 5 90• \A CUT N0, 2 -LINE ROUND EDGES _ 215 mm 8 1/2'1. TO 75 mm (31 R 230 mm (91 SPRING LINE 15M(•4) @ 450 mm 150 mm (60' INLET 081 OC BOTH 255 mm 10• ELEVATION WAYS TO BE USED APPLIES AT WHEN D2 IS 1500 mm THIS POINT (601 OR OVE I6•) SECTION A -A 150 mm (6 CONCRETE RINGS 2250 mm 90' E BARS 400 mm (I61 FOR 50IOM(93 2550 mm (102•) OR 04) PAVED STREETS, F 161 F TIE BARS 650 mm l2'-2.1 FOR 430 mm (i7') 3300 mm (132•) 445 mm (17 I/2•) 450 mm I UNPAVED STREETS 0 mm 144• 455 mm (IA*) J BARS c�� AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER AMERICAN PUBLIC STANDARD PLAN METRIC X320-�1 PIPE TO PIPE MAIN LINE MANHOLE. -PIPE TO PIPE FAIN LINE IO:g00 mm 78" OR LARGER 0 mm (72') SPECIAL COLLAR DETAILS' SEE NOTE B ARE REQUIRED. I � %A' GREATER THAN..525 mm- (21') AND ON ALL PIPES WHERE THE SPACES PLAN 375 mm (15•) 13o mm is•) s Fti BETWEEN THE EXTREME OUTER ENDS IS 75 mm (3') OR LARGER. Oso mm as9 13o mm (s9 4 F ,p 525 mm (211) 130 mm (5•) CIRCULAR TIES: :O •O •q: V 10.0 fps mOX Iso mm -THESE RECORD DRAWIN(�t3 HANE BEEN PREPARED, IN PART, ON THE BMJtS OF MlPOR�OATiON COMPILED AND FURNISHED BY OTHERS. THE EMQlNEER WILL NOT t� RESPONSIBLE FOR IMtR,GATEO BY THE - CUT NO. 1 4� P WsTAN�m, GRE Im 3 1 00 2' THR H O�1G 1800 mm ' METRIC 380-3 - - 72') 5 90• \A CUT N0, 2 -LINE ROUND EDGES _ %A' GREATER THAN..525 mm- (21') AND ON ALL PIPES WHERE THE SPACES PLAN 375 mm (15•) 13o mm is•) s Fti BETWEEN THE EXTREME OUTER ENDS IS 75 mm (3') OR LARGER. Oso mm as9 13o mm (s9 4 F ,p 525 mm (211) 130 mm (5•) CIRCULAR TIES: :O •O •q: V 10.0 fps mOX Iso mm -THESE RECORD DRAWIN(�t3 HANE BEEN PREPARED, IN PART, ON THE BMJtS OF MlPOR�OATiON COMPILED AND FURNISHED BY OTHERS. THE EMQlNEER WILL NOT t� RESPONSIBLE FOR IMtR,GATEO BY THE - '. CONC EM COUAR FOR RCP STANDARD PLAN P WsTAN�m, GRE Im 3 1 00 2' THR H O�1G 1800 mm ' METRIC 380-3 - - 72') 5 600 mm 24•) 140 mm 5 I/2' SPUR IOM @ 450 mm ( ( ) 03 OR #4 @ 181 673 mm (27.) 140 mm t3 V2•) - OC TIE BAR 730 mm 130•) 150 mm (69 REINFORCING STEEL ---\ G BARS 15M @ 150 mm 1125 mm (33•) 170 mm (6 1/2;)- 04 @ 61) OC t- 900 mm 136.1 170 mm (6 1/2') 80 mm (3) MIN- 180 mm (79 r, E: SPRING a E a �. _ CUT N0. .. � 2 1 U p u} .� - I - 6 1 MIN LINE 0 mm TIE BARS , I - 13 I _ _ \ .,, .� I_ _ -_ € Q _ WHERE THE SPACE BETWEEN PIPE .ENDS EXCEEDS 75 mm 3 ). TH � _ m _ - __ hl ; _ f € � _ i / STA L X2.01 _ L.F.:[24 R. P., t E N -� 15 S , 10p r �-'�-1 ROU D I _ - v .. I o N I - I _.•>, ., max P __ � 4 I _ � � , I _ o , � � _ .. �� Q, " -p h s _ _ _._•�.__ _ __ _-__,, _ _I _ _-_ ___-m,_ n_ : NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN - EDGES ELEV. R -- �J , -- - _ _ . V 17.E f s I maxi P ,1350 . D 3aa ro -D1 I 15M (•51 _ 6 _ , _ gg INSTALL -,112.84 L. 1 C. , . € _ I o APPROXIMATE SPACING OF 150 mm (6) O.C. E BARS I i I- I: i. 1 0 mm (3 1 OC DETAIL NAS ( N INTERIOR SURFACE - \ ELEV. S 1 @ 8 G BARS 35 SEE OTE 101-�'--'- 1-, 1-_ I i 0 -= 10. WHERE THE. PIPE IS 525 mm (21) OR LESS IN DIAMETER AN INTERIOR -• __ - I __ , _ ,__ ___ _ OF PIPE ''C1 9.2 (:fs _ I _ _ : __ I u I_ SONO -TUBE R A R FORM F _ � � lOt7_ , __ , � � _, E € S ALL' 30 64 iL.f 2 R.C.? � . 0 Eou L. INTERIOR FORM O 0 UNSEALED SONO -TUBE OR EQUAL SHALL BE USED TO ''i T PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE •• . _, I , 1 13 0 - I _ _ � Q _ __ _ .. ... • . �. F BARS 15M t+5) I I 1 i # I I LEFT IN PLACE (Sf DETAI • A . WH NTH PIP 1 mm 4 _ � _ { i _ � : . _ { I , E L ) E E E S 6O0 t2 ) 0 75 mm (3) of r I» € € ( € , s 4 k I E CUT. N0. I SAW THE TUBE AT AN - _ _ I _ __.__.,__,._ l _ -�-__ __ __ _ __,,, _ _ _ __,._ _. _. 1_mk w_ _ _�, - _,-_ U E_ N ANGLE OF A/2 WITH THE TRANS - 4 --t _, AR LARGER A REMOVABLE INTERIOR FORM SHA USED R THE \ / -fNSTL t'f6 24.F. 24 �'1a:.P. € VERSE PLN . R a DETAi L B LL BE S 0 E _ _ . _ _ A. E. E ERSE ONE TI N AN _ I ___ " t :_ __+ .SEC 0 0 TAPE BOTH SECTIONS I _ s i _ CONCRETE CRADLE. I I I _ TOGETHER F RM N INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND UNDISTURBED , - I 1 0..E HE 0 J G THE DEFLECTION ANGLE A. - -(450-C-2 1350 d IT5- j, TYPICAL JOINT FOR NEATLY POINT - EARTH 263 C 14 000E ,_Q , 3__ s _ CUT 7V0. S THE: _ L ED. _ H H . �/! , �f 7f ff ff _ _ 2 _. AVy:,, E TUBE. LONGITUDINALLY REMOVING A STRIP € € I - REINFORCED PIPESEE OTE 9 I € 14 I i _ -... � � 3. (00.0 1 WIDE ON. THE SIDE OPPOSITE THE OPEN JOINT. H IM N 1 % %_ DIMENSIONS SIGNS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS - -_._�.__ _.__.._ � ,..___„_.�._ � .__,. _u_I.___.._..._.� _____. .,_.��____,.._.__..�..,._ .. ,_-_,._.__.,.____,.• /y T !�_ L/"'i-Lt'1L tet' BEND THE EN03 OF THE CUT fiOGETHER AND INSERT THE - - SECTION _ � , _ _. , __ _ ,_ _ , {1 TUBE 1N THE PIPE. ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL Z Z SECTION IVd M _ _ } ( VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT _m . _ ° - _ Lel TERA L_ _.�____.D .__.,�� _ � � . �, _ REINFAR. INC BAR SIZES IN ENGLISH UNIT MAY E SUBSTITUTED FOR CS B METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED € I € - i FOR CONSTRUCTION SHALL BE ENGLISH UNITS. 0 lu� _I 1: / uu s I € } 3 � I _ 1 • 1 _ I Al'12MCAN PUBLIC V'JORKS ASSOCIATION -SOUTHERN CALIFORII'A CHAPTER IMtR,GATEO BY THE - '. CONC EM COUAR FOR RCP STANDARD PLAN P WsTAN�m, GRE Im 3 1 00 2' THR H O�1G 1800 mm ' METRIC 380-3 - - SEET t OF 2 USE WITH N STAN9ARD S E IF!CATIONS'FOR PUBLIC WORKS CONSTRUCTION AMERiCAN PUBLIC WORKS ASSOCIATION - SO{)THERN CALIFORNIA CHAPTER STANDARD PLAN METRIC 380-3 N .-RETE . COC COLLAR FOR RCP 30 mm. 12 THROUGH 1800 mm 72 SHEET 9OF2 AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE JUNCTION STRUCTURE - PIPE TO PIPE INLET STANDARD PLAN PUBLIC GREENBOOKC COMMITTEE INC., GREENBO 1984 ITTEE �� _ ID 600 mm (24) OR ID 112 P,.7AIN LINE ID METRIC 331-2 .,984 REV. 1898 - SHEET 1 OF 2 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 6 � i I � =� I- k � i � i _ I�{� I I I � i I � 1 I s_ • 1 I PFI E _ _ I I 1 I I -f I ORI':40' _ I 1 ( , Y - �� �._ 9 I < ,... € 1 , , _.. I i €. _.- - -_ __. i • -.. 3 _. ..-. -_ --� /ERT 4 1 I , 10+00 10+00 11+00 PLAN 1 "= 40' D BARS 75 mm (3) OC IOM(o3) TIE BAR 4-20M(•6). E BARS At _ 975 mm (3'-3) LONG. SEE NOTE 2 EDGES TO BE ROUNDED TO RR 75 mm (31 R R=ID OF SPUR ct OPTIONAL OUTSIDE EDGE OF CONCRETE tc 4-15M(+4) H D BARS_ IOM(+3) TIE BAR BAS (3'O")LONG 75 mm (31 OC, 1 1.2 m SEE NOTE 9 3-15M(•4) J BARS 1.4 m (4'-0') (4•-8•) LONG 75 mm(3•) OC CON'T.ADD'L. BARS 150 mm DETAIL "N" F F OC TO INSIDE EDGE OFIMANHOLE. SEE OTE 2 (RINGS AND COVER NOT SHOWN) PLAN (SEE NOTE I) (SHAFT NOT SHOWN) MANHOLE FRAME STREET AND COVER PER GRADE Z STD. PLAN 630 610 mm (24') MANHOLE SHAFT 125 mm x 50 mm w iv of PIPE SEAT LEVEL, PER PLANS324= PIPE•SEAT f E al SEE NOTE 8 900 mm (3'-01) E BARS w n 01 Ia LU ILE BARS i TIE BARS .,. LLO N STREET GRADE STEPS INC., GREENBOOK COMMITTEE 1992 125 mm x 25 mm (5'x1•) TIE BAR --� REV. 19M E 125 mm (5.) F ,"',� J BARS ROUND EDGES _ 215 mm 8 1/2'1. TO 75 mm (31 R 230 mm (91 SPRING LINE 15M(•4) @ 450 mm 150 mm (60' INLET 081 OC BOTH 255 mm 10• ELEVATION WAYS TO BE USED APPLIES AT WHEN D2 IS 1500 mm THIS POINT (601 OR OVE I6•) SECTION A -A 150 mm (6 CONCRETE RINGS 2250 mm 90' GRADE POINTS,�� SEE NOTE 4 SECTION B -B PER STD. PROMULGATED BY ItIEDARDS PUBLICGREENRKSSTAMMITTE STREET GRADE PLAN 324 INC., GREENBOOK COMMITTEE 1992 125 mm x 25 mm (5'x1•) 320-1 REV. 19M RING SEAT OMIT THIS ,"',� H BARS STEP IN 1275 mm 151.1 215 mm 8 1/2'1. PAVED 230 mm (91 _ o- SEE TABLE STREETS 150 mm (60' 240 mm 9 i/2.1 $m VARIABLE 255 mm 10• 1650 mm (63'1 25 I ----150 mm H BARS 1 c 280 mm (II`I I6•) 300 mm II 3/4• 150 mm (6 24 2250 mm 90' E BARS 400 mm (I61 FOR 50IOM(93 2550 mm (102•) OR 04) PAVED STREETS, F 161 F TIE BARS 650 mm l2'-2.1 FOR 430 mm (i7') 3300 mm (132•) 445 mm (17 I/2•) 450 mm I UNPAVED STREETS 0 mm 144• 455 mm (IA*) J BARS ROUND EDGES TO 75 mm ILI (3')R SECTION C -C c AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY ItIEDARDS PUBLICGREENRKSSTAMMITTE MANHOLE PIPE TO PIPE MAIN LINE STANDARDLAN METRIC INC., GREENBOOK COMMITTEE 1992 !! ID=900 mm 36- OR LARGER 320-1 REV. 19M 190. mm;. 7 !/2' SHEET 1 OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION TABLE OF VALUES FOR F 2 LINE ID 900 m m 36' 16 mm 6 i/2' 975 mm (39•) 180 mm T 1050 mm (42` ' 190. mm;. 7 !/2' 1125 mm (45•) 195 mm (T 3/4.1. 1200 mm (48-) 205 mm 8' 1275 mm 151.1 215 mm 8 1/2'1. 1350 mm 54` 230 mm (91 1425 mm (5T) 35 mm 9 ( 4•) 150 mm (60' 240 mm 9 i/2.1 1575 mm (63') 255 mm 10• 1650 mm (63'1 260 mm 10 i/4•) 1725 mm 169') 275 mm 110 3/4" 1800 mm (72•) 280 mm (II`I 1950 mm (78') 300 mm II 3/4• 2100 mm f84' 320 'mm 12 112" 2250 mm 90' 335 m m 13 I/4• 4 mm (961 355 mm 14• 2550 mm (102•) 395 mm {I5 I!2•) 2700 mm (108.1 405 mm (16-) 2850 mm (114•) 3000 mm (124' 420 mm (16 !/2") 430 mm 0T) 31 0 mm I 430 mm (i7') 3300 mm (132•) 445 mm (17 I/2•) 450 mm I 445 mm' (17 I/2') 0 mm 144• 455 mm (IA*) c�� AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER AMERICAN PUBLIC STANDARD PLAN METRIC X320-�1 PIPE TO PIPE MAIN LINE MANHOLE. -PIPE TO PIPE FAIN LINE IO:g00 mm 78" OR LARGER TABLE OF VALUES FOR F 2 LINE ID 900 m m 36' 16 mm 6 i/2' 975 mm (39•) 180 mm T 1050 mm (42` ' 190. mm;. 7 !/2' 1125 mm (45•) 195 mm (T 3/4.1. 1200 mm (48-) 205 mm 8' 1275 mm 151.1 215 mm 8 1/2'1. 1350 mm 54` 230 mm (91 1425 mm (5T) 35 mm 9 ( 4•) 150 mm (60' 240 mm 9 i/2.1 1575 mm (63') 255 mm 10• 1650 mm (63'1 260 mm 10 i/4•) 1725 mm 169') 275 mm 110 3/4" 1800 mm (72•) 280 mm (II`I 1950 mm (78') 300 mm II 3/4• 2100 mm f84' 320 'mm 12 112" 2250 mm 90' 335 m m 13 I/4• 4 mm (961 355 mm 14• 2550 mm (102•) 395 mm {I5 I!2•) 2700 mm (108.1 405 mm (16-) 2850 mm (114•) 3000 mm (124' 420 mm (16 !/2") 430 mm 0T) 31 0 mm I 430 mm (i7') 3300 mm (132•) 445 mm (17 I/2•) 450 mm I 445 mm' (17 I/2') 0 mm 144• 455 mm (IA*) TOLL FREE '1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. 1 REVISION DESCRIPTION RECORD DRAWINGS Ir iHE.EXIKEME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT- IS EQUAL TO OR GREATER THAN 75 mm (3'), BUT LESS THAN 84 mm 13•l MIN. 0 9 � I � C. LATERAL/ - 150 ,mm (6''-). A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR I CONNECTOR PIPE SPACE IS 150 mm t6') OR GREATER. A TRANSITION STRUCTURE �•-•--I---� T IS REQUIRED. - \ 3. CONCRETE 'COLLAR SHALL NOT BE USED FOR A SIZE GRANGE ON THE MAIN 'LINE. W m (ROUND I � 5M @S50 mm a m ~ (EDGE (+4 @ 6•) OC 4, CONNECTOR PIPES. e � R W TO 75 m -114 m ' A. WHERE .PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A J � N Zt I(3') R ,,i o � o E -- ---- IOM @ 450 mm - CONCRETE' COLLAR. L AND T SHALL BE THOSE OF THE LARGER � * � z E I (•3 OR •4 @ 18•) - PiPE. D=DI OR D2: WHICHEVER IS GREATER. � w $ OC TIE BARS - B. WHEN :Ot IS EQUAL TO OR LESS THAN 02. JOIN INVERTS AND. _ 001 w ai M I �' E AND F BARS WHEN 01 IS GREATER THAN D2, JOIN SOFFITS. •• - � m I I ISM @ 75 mm 5. .FOR PIPE LARGER `THAN 180 NOTES I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 1/24) FOR PAVED STREETS OR 1060 mm (3'-61 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 1200 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 45° 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 (968) OR LESS. L=1.7 m t5'-61. P=130 mm (5'T B. D2 OVER.2400 mm (96'), L=1.8 m (6'-09, P=210 mm (81 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 mm .(69 OC. 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 (1 1/21) CLEAR OF CONCRETE SUR- FACES UNLESS 'OTHERWISE SHOWN. 6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO 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. 8. 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(39') OR LESS, 15M(•5) FOR D2 =1050 mm (429 TO 2100 mm (841 INCLUSIVE AND 20M(+6) 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 (14") TO 375 mm (15') OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (241 ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 900 mm (36`) INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN LINE RCP DOWNSTREAM OF MANHOLE IS 900 mm (36") TO 1050 mm (42') INSIDE DIAMETER AND THE MAiN LINE RCP UPSTREAM IS 825 mm 1331 OR LESS STANDARD PLAN 321 SHALL BE USED. TABLE .OF VALUES FORM (SEE NOTE 11 LINE ID SECTION PAVED STREET MAX. MIN. UNPAVED STREET MAX. MIN. A -A 867 mm (2'-10 1/2•) 1060 mm (3'-6.1 C -C .282 mm (II•) 217 mm 8 I/2' 410 mm (16') 380 mm (15') TOLL FREE '1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. 1 REVISION DESCRIPTION RECORD DRAWINGS Ir iHE.EXIKEME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT- IS EQUAL TO OR GREATER THAN 75 mm (3'), BUT LESS THAN 84 mm 13•l MIN. 0 9 � I � C. LATERAL/ - 150 ,mm (6''-). A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR I CONNECTOR PIPE SPACE IS 150 mm t6') OR GREATER. A TRANSITION STRUCTURE �•-•--I---� T IS REQUIRED. - \ 3. CONCRETE 'COLLAR SHALL NOT BE USED FOR A SIZE GRANGE ON THE MAIN 'LINE. W m (ROUND I � 5M @S50 mm a m ~ (EDGE (+4 @ 6•) OC 4, CONNECTOR PIPES. e � R W TO 75 m -114 m ' A. WHERE .PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A J � N Zt I(3') R ,,i o � o E -- ---- IOM @ 450 mm - CONCRETE' COLLAR. L AND T SHALL BE THOSE OF THE LARGER � * � z E I (•3 OR •4 @ 18•) - PiPE. D=DI OR D2: WHICHEVER IS GREATER. � w $ OC TIE BARS - B. WHEN :Ot IS EQUAL TO OR LESS THAN 02. JOIN INVERTS AND. _ 001 w ai M I �' E AND F BARS WHEN 01 IS GREATER THAN D2, JOIN SOFFITS. •• - � m I I ISM @ 75 mm 5. .FOR PIPE LARGER `THAN 180 NOTES I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 1/24) FOR PAVED STREETS OR 1060 mm (3'-61 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 1200 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 45° 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 (968) OR LESS. L=1.7 m t5'-61. P=130 mm (5'T B. D2 OVER.2400 mm (96'), L=1.8 m (6'-09, P=210 mm (81 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 mm .(69 OC. 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 (1 1/21) CLEAR OF CONCRETE SUR- FACES UNLESS 'OTHERWISE SHOWN. 6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO 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. 8. 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(39') OR LESS, 15M(•5) FOR D2 =1050 mm (429 TO 2100 mm (841 INCLUSIVE AND 20M(+6) 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 (14") TO 375 mm (15') OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (241 ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 900 mm (36`) INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN LINE RCP DOWNSTREAM OF MANHOLE IS 900 mm (36") TO 1050 mm (42') INSIDE DIAMETER AND THE MAiN LINE RCP UPSTREAM IS 825 mm 1331 OR LESS STANDARD PLAN 321 SHALL BE USED. 320 - 1 LINE ID ID=900 mm 36" OR LARGER SHEET 2 OF 4 TOLL FREE '1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. 1 REVISION DESCRIPTION RECORD DRAWINGS Ir iHE.EXIKEME ENDS OF THE PIPE LEAVE A CLEAR SPACE THAT- IS EQUAL TO OR GREATER THAN 75 mm (3'), BUT LESS THAN 84 mm 13•l MIN. 0 9 � I � C. LATERAL/ - 150 ,mm (6''-). A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR I CONNECTOR PIPE SPACE IS 150 mm t6') OR GREATER. A TRANSITION STRUCTURE �•-•--I---� T IS REQUIRED. - \ 3. CONCRETE 'COLLAR SHALL NOT BE USED FOR A SIZE GRANGE ON THE MAIN 'LINE. W m (ROUND I � 5M @S50 mm a m ~ (EDGE (+4 @ 6•) OC 4, CONNECTOR PIPES. e � R W TO 75 m -114 m ' A. WHERE .PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A J � N Zt I(3') R ,,i o � o E -- ---- IOM @ 450 mm - CONCRETE' COLLAR. L AND T SHALL BE THOSE OF THE LARGER � * � z E I (•3 OR •4 @ 18•) - PiPE. D=DI OR D2: WHICHEVER IS GREATER. � w $ OC TIE BARS - B. WHEN :Ot IS EQUAL TO OR LESS THAN 02. JOIN INVERTS AND. _ 001 w ai M I �' E AND F BARS WHEN 01 IS GREATER THAN D2, JOIN SOFFITS. •• - � m I I ISM @ 75 mm 5. .FOR PIPE LARGER `THAN 180 NOTES I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 1/24) FOR PAVED STREETS OR 1060 mm (3'-61 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 1200 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 45° 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 (968) OR LESS. L=1.7 m t5'-61. P=130 mm (5'T B. D2 OVER.2400 mm (96'), L=1.8 m (6'-09, P=210 mm (81 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 mm .(69 OC. 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 (1 1/21) CLEAR OF CONCRETE SUR- FACES UNLESS 'OTHERWISE SHOWN. 6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO 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. 8. 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(39') OR LESS, 15M(•5) FOR D2 =1050 mm (429 TO 2100 mm (841 INCLUSIVE AND 20M(+6) 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 (14") TO 375 mm (15') OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (241 ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 900 mm (36`) INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN LINE RCP DOWNSTREAM OF MANHOLE IS 900 mm (36") TO 1050 mm (42') INSIDE DIAMETER AND THE MAiN LINE RCP UPSTREAM IS 825 mm 1331 OR LESS STANDARD PLAN 321 SHALL BE USED. DATE i ENGR'. ' CITY � DATE 0111 B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR .EQUAL TO I/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF 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 DIAMETER OF THE LATERAL TO THE MANHOLE BE GREATER THAN 750 mm (30•). 13. MANHOLE FRAME AND COYER 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. 18. 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 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 136') WITHOUT REDUCER 630 610 mm 124") MANHOLE FRAME AND COVER 633 914 mm (36') MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP 7 PIPE DIAMETER N0. OF CIRCULAR TIES 525 mm -(21") OR LESS. 3 600 mm (24•) T4 750 mm (30•) 3 8 mm T m 25 133) 0 1425 m (57') 4 1500 mm 160') TO 1800 mm ( ANY ERROi;(3OR OMISSIONS WHICH HAVE .BEEN INOORPORAT� iNiO THE DOCUMENTS AS A RESULT THEREOF. AI!°JERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORN".A CHAPTER STANDARD PLAN MANHOLE PIPE. TO PIPE MAIN LINE METRIC ID=900 mm 36" OR LARGER 320-1 AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN MTRC MANHOLE PIPE TO PIPE MAIN LiNE 320 - 1 ID=900 mm 36" OR LARGER SHEET SHEET 4 OF 4 LINE ID 30F4 DATE i ENGR'. ' CITY � DATE 0111 B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR .EQUAL TO I/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF 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 DIAMETER OF THE LATERAL TO THE MANHOLE BE GREATER THAN 750 mm (30•). 13. MANHOLE FRAME AND COYER 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. 18. 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 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 136') WITHOUT REDUCER 630 610 mm 124") MANHOLE FRAME AND COVER 633 914 mm (36') MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP 7 PIPE DIAMETER N0. OF CIRCULAR TIES 525 mm -(21") OR LESS. 3 600 mm (24•) T4 750 mm (30•) 3 8 mm T m 25 133) 0 1425 m (57') 4 1500 mm 160') TO 1800 mm ( ANY ERROi;(3OR OMISSIONS WHICH HAVE .BEEN INOORPORAT� iNiO THE DOCUMENTS AS A RESULT THEREOF. AI!°JERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORN".A CHAPTER STANDARD PLAN MANHOLE PIPE. TO PIPE MAIN LINE METRIC ID=900 mm 36" OR LARGER 320-1 AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN MTRC MANHOLE PIPE TO PIPE MAIN LiNE 320 - 1 ID=900 mm 36" OR LARGER SHEET SHEET 4 OF 4 LINE ID cve nnw• 1467.59 MAP. LY CD SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS a JesucF OF THE DATE OF APPROVAL SHOWN HEREON AND °N` CARRIED FORTH IN A DILIGENT MANNER, THE CITY o No. 65195 ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO � ��Exp: 9-30-05\ BRING THEM INTO CONFORMANCE WITH CONDITIONS � q�FOFCAL AND STANDARDS IN EFFECT. Prepared Under The Supervision Of PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. 10601 CHURCH STREET , STE. 107 RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 RCE 65195 ID(P. SIC ix-tfKA' LAKES SPECIFIC PLAN CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLANS -.�,,.,,�_ �,e.,.�� .�., �._.m.,_� w,,....� �..a.�.�� . _��.��.. _ n�,�.,� ,.m.,�. ,... ,�r.W ,..m .m.m�. ...,�.�_. mil„• �� .__�,�W�,� a_^._ DRAWN BY: � � SCALE RK ;TRACT 16539, 16539-1 �& 16539-2 a 1 "=40' DESIGNED BY DATE MJG =LAT S D-1, D-3 & D-�l � MARCH 2004 1344JECKED BY: APPROVzj NOTES f. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER OF THE LATERAL IS GREATER THAN I/2 THE INSIDE DIAMETER D OF THE MAIN LINE= OR WHEN THE INSIDE DIAMETER 8 OF THE LATERAL IS GREATER THAN 600 mm (24"). B SHALL NOT EXCEED .75 D OR 975 mm (390). 2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN, D SHALL- REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A REINFORCED MONOLITHIC ARCH. 3. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH THE CONNECTOR PIPE CENTER LINE, 4. VALUES .FOR A. B. C AND D SHALL 8E SHOWN ON THE PROJECT DRAWINGS. ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER NOTE 5. 5. a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY. b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION OF AN INLET PIPE. a ELEVATION S SHALL BE SHOWN ON THE .PROJECT DRAWINGS IF AN INLET PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE CATCH BASIN OR GRADE -BREAK IN LINE. 6. THE INLET PIPE SHALL ENTER THE MAIN -LINE RADIALLY UNLESS OTHERWISE INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN RADIALLY IF ANGLE A IS GREATER THAN 450, 8 IS LESS THAN OR EQUAL TO 600 mm (24") AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN .5 D: OTHERWISE. STANDARD PLAN 340 SHALL BE USED. 7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE. 8. THE OPENING FOR THE BREAKOUT -SHALL BE RECTANGULAR AND CUT NORMAL TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE CENTER OF THE OPENING AND SENT INTO THE TOP AND BOTTOM SLABS OF THE SPUR. _ 9. THE MAIN LINE SHALL BE REINFORCED WITH A -CONCRETE CRADLE AND ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A JOINT IN THE MAIN -LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE CONCRETE ENCASEMENT SHALL EXTEND 300 mm (12•) ABOVE THE TOP OF THE MAIN LINE AND TO THE LIMITS. OF :THE CRADLE., IF CONNECTING TO AN EXISTING STORM DRAIN, PORTION OF CRADLE OPPOSITE INLET MAY BE OMITTED. 10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M, GRADE 300, (ASTM A 615. GRADE 40), AND BE PLACED 40 mm (1 1/2') CLEAR FROM CONCRETE SURFACES, UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS THAN J DISTANCE FROM CENTER LINE WITH J=7D/12 + 150 mm':(6"). II. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF THE SPUR. ' 12. 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 JUNCTION STRUCTURE --..PIPE TO PIPE INLET 31 METRIC 2 ID > 600 mm 24" OR > 1/2 MAIN 4ENCH MARK: No. 615 BASIS OF BEARINGS: THE BEARING OF N00' 12 36'E ALONG THE CENTERLINE OF CATAWBA AVENU_ RAILROAD SP/KE AT INTERSECTION AS SHOWN ON RECORD OF SURVEY, OF CITRUS AVE. AND LOS CEDROS FILED /N BOOK 103, PAGES 1 AND 2, AVE., IN POWER POLE N0. 9011E OF RECORDS OF SURVEY, WAS USED ON THE EAST SIDE OF CITRUS AVE. AS THE BASIS OF BEARINGS FOR THIS C-1 SHET2OF2'- ` LINE ID DRAWING NO.: Mac 3580 3� . CITY ENGINEER��•��� �-R.C.E. �51152�•�-�� � DATE I �� J:\826-1739\storm\sd03.dwa. 03/26/200401:08:23 PM, mia