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HomeMy WebLinkAbout3410-2- ._ ._.= ----T- �-I_ #-___ _ B 001-i % f•'' EDGES TO BE ROUNDED o TO 75 nm (30) R At SQA 10 1C - • ---_ �.: ~= = � _ - _ _- _ _-j --. _ _ ._ } _I . _ _:_ -..- : i.: _.a :-_ -" _.4 _: _ _ : =a - _. - -'-- r ----.I----- - --__ --- -- - - --- - - - = I D _. _ _. _ _ ._._ .. - --- --- --- - - - - - - - --- -- - - -- - - - _- - -- -- -- - - l--- - --- -- --- - -- --- - -- -- --- -- --- --- -- -- I - --- -- --- _ -- -- --- � , OF SPUR i --- _--1---- ---- --- ---- -- --- -__ --- -- - ---- ...- - - --_ _ -- ---- -__-______.l___ _ - -_ ----- ---- _ - - - -- - - -- - -- - -- -- - -` - - ---- --- ---- --- - --- - - -- - - ---- -- - - - - ..._.._. - - - - - --- - - - - -- - -- _ -____- _ _. -- -- . .- - - - - - - _ __�- _ -- . _.. _ -- - -- j -- -- _- - . _ + _ --- - - -_----+-- _ - --:- ---- _ - -- - - -..f _ - - -. ----- rre (6•) _ _- - .T- --- --- ---- -- = - --- - . --- - ---- -- -- - ----- --- - --- ----- - --t- _ -- - - - -- -- -- - - = - - - - Iso - -. - . _ MIN. 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Pt AN 324 : 25 -- -- ---- STD. PLAN 630 _____ ____. __-- _-- _.-- - _ .___-. _-- -__ .____. .-- _.__ __..- ---: -_ _ _ _.__ ._-- -_._ _-. __.._ _. ____. --_ _ _ _--- -t----.- _-.. -_ _-_ ___ - _-_-_ -___ _ _ __ __-- -_- _" __. _ . _ _._ - _ _ -- k __ ___ T_ __i-. ____ .____ ._-. ._._.. ___- _ -- -_- _ - ____ _ --- --._- -__ _-- _-. :_ _ -__._ iw OMIT THIS STEP t) - -- -- --= --- --- -- --- ----- -- ---- -- - --- --. --- _-- -- --- - ---- ._ __ - - - - -_ r ` _ - -_ - - --- -- - .-- -- -- - -- -- -- _. __.._. - --- -- -- _ -- - - -- --- - - - - - -- - - -- --- --- - - - -- - ---- .-- -- --7 - -- _ - . - - - _ _ . - - - -- - '_ - -- i 1 r . Rllli SEAT _ __...__ - _-._._._ .._..___ __- -_-- __ _-- -_-.. ,-._ _._ ._ __._ _ _---- __- _ .._ _... _._ ..__ ___ _ .. _ . -_._ _.----'_-_.__ .-__ _.__._ _ __ � .__.� _._ -_-_ � ._ _. _. _._-- --- ---_ ___ _ _ -_- - _- _-_ W IN PAVED STREETS NHOLE =,------ t _ r_ -_ ___ __. r__ _ __ _- _ _ _ ____ __ _ -_ Y _,___ ___ __ ___ - __ _ ' _ _ _�.:_._ _. _: m SHAFT T 223 AIw! ( 3f ---__ -- _ - --- -- - _ - :--- -- - - - - - -� _ _ - - - -- --- -- ._ -_ -- _ - - - =_-- - _ _ _-- --- - --- ---- -- -- -_-- -- 4_'______ - _ -- - - - - I --- - - _- - �� _. _ _.. _l -- - _ � - - - - - - -_ _- (16•) FOR of ----- - -.. - - - - - - - -. -- + - _. --- ._ _ _ - - - -- _ _ _ -T - - - -- 400 mm R __ . __ ..-- - _ --- ---- - --- --- ..- - - i-� - - - _--_ _ - - - -- - - -- _ :". ,_ W PLANS324 124 ) _.. .-_..- _--._ - _-._- -_- ___- - -_ -.. __. j-- __ _ ____ - ___ - _-_ _ _ __ _ _.,..., _ _ .--- -___e - - g - 650 _.. --- __ ---- --- - --- --_ _- =--- . - -- --- ___ -- --- __ - - - -- , ---- - -- - _._ .. -: -- - _+ -- . _.. --- --- - _.. o E -.. 900 rrr (3'-0•) - N -- _ ----- __- -- - ---- -- -- - .__... - -- - ----- --- - -- - - - - --- - ------ -----------__ _ - - --- - - ---.. - -- --- - __ - - - _ - o STREETS FOR UN- -- --- - - -- - - -- - -- -x_._ -_ - - - _.._. __ _--- -- -- -- `---- - ---- ____ _ - -- _ - -- - -- _- - ,�' T M m 13 i'! T W --- - - -- __---- -- -,.- ---_------- - I--- -- _. - ----- _- - --- --z_ _.�.- - - ---- ..--,_-- _ ___ -- --- - PAVED STREETS �'-* o + .. m { -r. --- --- _... -- - -__ -__ _ .- - -- - - _ - _ -- --- - -- - -- -- =--. __ _ _ _ �- -- _-- -_. -- .-._.___. __ _ _ s _�+ - 125 rra z 50 nrs (5 z2 I PIPE SEAT . -- __ __ -- -- . _. _ .._ _. - -- _.._ _ - � _ _ ---- _ __ . _ _ --- - - --- - - - o _:_ - _.__ :-�? _- _. +__:_- . __- _"_- __ _-- --t - - -- -- _._ _ - --- --- - -- --- ---- -- -- - - - - - --- - - - ---- - . . T I rM11 ii1 -- . --- _-- ._._ ___.-.._• _._.� __._. _._ .--- - -3 -- - --+- -- - _ - ---- -- _ - - _ --- -- --- - -- -- - - -- -- -- - - - R.17 ROUND EDGES 2 -40 -- =- _-- - -- = ---- _= ---- ---_ -- --- f---- - , - _ _ _ -- -- =. - -- --- - - - - -_ _ -- - - - -- -- - _ - _ _- - -- - - .. -� __ _ � - - _ . _-- ----- - - - OF INLETS •_ _ ___-_ _ __ _ _-_..--- __.. ____ _--. _.__ . _-- _-_ _.__ . _ __._ -- ___ ..-- -.__ __--- .__.__ .-_. --- - - - - --- - - - - - --- - - - - - - - - -- -- - - -- ----- - ._._.. -- - -- -- -- -- -- - - - --'� - -_ _: -_ ` = --- ---_- _- - - - ---d _ _ _ - _ ROUND EONS - - _ - -- ----�-- -- -- -- f------ -- - - - = --- T - -- ----- --- 3-- - - - - -- _;�: . ---- -- ---t- -_-...;.---_ -- .. - _;-_.- -- _.- - -_ . _..-- _.. .__ - -_ __ i _ _-- ._.-.-t_- s---.._, -- - - - - - - -- - .. - __- . - - - - _ - -- -_ '1 = - _ 1_ _. _ _ _ - _ _- . - -- - - - - - - -� --- _ - - - _ 4 _ _. _=- -- - -- - - -- - - -- - _ - ---I= - __� - - __- _ ___ _ _ Is m }-- _ _ - _ -__ -_ _ ___. -__ __ :_- - _--- ,:: _- .__ - -- -- - - __ --- -- EX. - - __.. - _ _ -_ --INLET► Esl� An°INs SECTION C -C - - - _. . - - _ - - -- - - --- - --- --- -- __�- - .-- - -- -= - - - - -- = - _ _ - --- -� - {. _: , __ . ; _._ _- .- -- -- - __. _ ._.. - -_ __ _. _ .L - :- - - _ - -- -- - - - - - POINT . -- --- -... --- --_- ______-_.__4_- - - -- -- -- . _- ._ __ _ -_-. _ _ _ --- -- - - - -- - _ - _ ._ __ .__. ___ _ .__._. -.__� ._ ._-_ _ -._-_ _ _ �Y -_ - _ lid= _ . _r _. ..i __ .--.:_. ___ _ _ _ _ _ ? .._i_ _. _.___ _ _ - ___ E _ __ _-____:l=__.___.____�_- _ _ _ _ _- .__ __ .._ ._ .._.-. .. _-_ _ _- _._ _ .......... '______'-__-_-=L._5__..._. - -___. I- _ -___ -_. ___. y_._ _ ____ _. __ _.. .._...._ ._. -_-._.. ----. ; _. - - - --- -- - _ __ -, -- --- - --. -- -- - - _ _ _ __ - : _ _ a.�- _ ...- _ ` -- __ ---- - - - -- + -- a- SECTION A A _ . _ - _ - - _ _- --- -- _ _ - __ __ __ - _ _ _. - ___ __ --�- - _ __.= -- _ _ -_ . -_ - -_ - - --- _ _ -� - - - - -- -- -- ---- - , . _ --- _ - - --- _ _ __ _ - - -- - - - - ----- - - STATION __ - -_ - -_ - __ _._. __._::_._ _:__. -__ _._ _- =__ =- s== - - - - - -t . -_ - -_ _ . - --j­_---___7._._=L_'_=7 -- - - -- - -- _. ..-- - - --- -- -- --- - - -- STAT 0 LINE 900 mm (3 -0 ) _ ---- --- - - - - - - - --_ - = - - - -- _- ---- . -- ----- -- -- ; __ - -- - - - _- - -- -- - -- 200 nm (8') - - -- - - - --- - - - - _ - -- _ ;-- --- =� - _ _:: _: _. 1 - _ T - - - - t __ _ _ - -- _ . ___ _ - - __ . - --- L.__ _... - _. _ ..._ - -- - -- .. _ _ ____ __ - I= -- - - --- -- - _. _ . -- - - - - ---. - --- - _ __ I _ - - +- - - --1 - - -- - - - _ - . - - - -STEPS . - -_t. - _- __.- - -- - -- - - -- - - - __ y -_ - _ _i . -- r - -- - - _ -'==j:_-:._---� . - - - E -- -- --- - -- --- - T 450 n (18•) - ____ - . _ _ - _ .. _..__ ._ -- _ -.- _-_ _ - _ _ _ - _. _ x- _ :. -- _ - -- _-- __ _ . - 7-:- - = - __ -- -- _ - .. - _ _- _ _ _ . - - __ - - -= _ - -- - -. _ - -_- _- - _ . __ __�- - -- -I 3 --- . - - ___ - " - _- -- ----- - - _ -- -- - - --__- -- - 7S mw (3 ) _` _-_ ._.s- - _. ____ F _- .. _ .. - - - _ t - - - - - ---- __ - _ , _ _. -- ._ - - �.__ _,_.. - - - - -- - - - - - -- - - _ . . - - - --- -= -- __ _ __ _ -- --- __ _ A _- - - -- - - - __ , -> - - - - -- - _ s r -_ _ _ _ - I 55. , _ 4 ..8 ___- - --._-_ _ _.-- ___ _ .__ _ -- -.- _--- _ _ -- - _ --- _ N)0 .. u) .2T-200 (e Ioo rrr 1141 _ - -- ---- --_ - -- __ -- - - - - -- --__ - } _. _ - _ -- =- __ -_ - --- _ -_ _ - - - - -._ __ -> _ _ __ -- _ ___ _ _i-- _-='-_-T_---- -- - -t- 3 - - - -- - - _.._ _ - - -i-- - ---- 0 1M1 t8•) - - 200 ww 18 _ ___ - .. ... _. .a. _. _. ' .._._. - ._ _ - _ _ c._ ._._._. __ _ _ - --- - - ---1- -- - -- -- - -- _ _ - --_ _ - _. _ _ .__ ___ _ - --- r __-- -- - -- ----i _ __ -- - _- - : _ _ : _ - + - _-- -- - ___ - -- -- - OPTIONAL BOTTOM GRADE POINTS. ___ _ _ _. __ ._ t _ __ _.._ _._. _ _ _ _ _ _ _ _ _ __ _ _ _ _ - -- =_ - -` - -- - - - - - - - -- - - -- - - - E . ___ 1.- - _ -- __. - -.__ .__. _. _.�-- - - -- = - - - -- .._ .. _ - - - - - - - - - - - - - -- - __ - ---- - -- --- - - -_. -__ _ _ - t - -_ _ - _ ---- --- - . - - - - - + - - - -- - - _ - _ -- -- -_ .-� _ - =_ -_ =: - - -- - TMU OF VALUES FOR M ISEE NOTE 11 _ - - - =_ _ :. = _ _= - " : __�--_- _ - ___- __ _.: _ --- -- - - --- -- --- --- - -- t - -- :-- --- --- _ S ECT I O N B B I- _ _. ---- _._ ' ---t __ 1 - -- - - _- ---_ ..___....--- .. - -- -� ---- -- . _ - -- - _.._ .. - - - -s - - - - - - - -- - - - - - PA STREET UNPAVED STREET - - - - - - - -- - - -- -- _. - __, _ - --_ -- -- - �-___l = � - - .-- - -- t- -- - - SECTION - - - -- - -__ ---- _- - - _ - ._ - ___ --- -.._ _.. - _- + -- _- - -- - - -- --- --- -- --- ---- --. - MAX N. MAX. _ -- -- - - -- .. --- - - --- -_ .- - - -- ___ _ _-- -- -- _ A -A -10 1/ I raw __ _i. _.-�. _ _ ..__ _. _ __._._.1..__. ___ .. _ -.___ i-. __- ]. _.__ - _ _ __ _ ._ -- - -- - - -- _ - - - - __ _ _ - ( _ _. _ _ _ _ _ _ -_ - _ }_ _- _ _ - _. _ - rrr (Ilh 41t rrr (• I/2') 410 rrr tKh 3!O riw ti8.1 _. _ - . -.- _ --------_ - - - - - _ _ _ - - - - _. _ ---;�+ = -. - = - __- -- -- -- -. -- ---- - - - - - -- - - - - - _ --- -- - --- ---+- -- - - --- --- I— -------.--I-- -- .___ _ - - + - _v f - - - -- - - - - -- - - -- i __ _ - -_ _-_�_=_ =-- -- _ - - -- -#-- _ __ 4 - - - -- - -- --- =- - _ - --Y-- __ _- _ -----I--- - -_-_-___t7=.__:__ _ -- - - - _ --- - -- - - -_ - -- - - _ - - -- - _ -- --_._ _.__ .- _- _._j_ =_ -- -- �--_. _ -_ -- .-- 71 --- - --- I- _ _______l_.___.. -- - = - - --- -- --- . _.. -- -- -_ _ - -- --- - - ---_ - -- -- _ }t _ _ _._ - _ --- - ----- ---_ ..--:I . _ .._. --. _ -- _._... __.,___l_--_-_l-_=j=__ - - - _ _ --_- -- - - =. - -- --. � :� --- -- - .. .. - - - - - - - -i _ r -- + r - j -_- --1._ - _-______-__4_____,_ _- --- - _-. _ y _ _ __ __. ---- _ __ - _.___ �._i_ __ fE4R - �} _ _{ _ � _---7- - ,-- -_- - _._ - - -- --- - .---_- -t---- ---_ - - - -- - - _ - -- -- -- - _ - -- - - ._ - - - - --z - _ _ i �. _ - - ..' _ _ � T - _, - - - 10+00 1 1+00 12+00 1 PLAN 1'= 40' \, A. 1 + 11 "Z _ I 4 -, _ . i - - ' - f P t i f� 4S �6 'r i % i f p'F? n f � 1.j �� f a .F - �f . �l f J 1 I /j I yi - � I ,I11 Cp 'j �. # 44 �% . /' i^ EX, 18" RCP ' i iAir "A " 2 10+58.79 CL i` INT / O EX. 18" SO 'J `' 1 ! 10+00.00 iiCL' INT =1+8J. JO;' LINE A2 ' ,i I �F ..._ r,. � -f /` Y r "- __ �.. _ �i r,... -- !r ', i , EX. 24" I?CP __. T PER DWG. 90, 266 . \, � SHT. / 23 0 Fes.. I . C TOLL FREE ��1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER s r,4NnARo Pt�w 321 -1 SHEET 2OF3 PE MANHOLE PIPE TO PIONE OR BOTH �`"1"`"" ,,,,c, CmEem°°I= MAIN LINE V05 825mm 33' QRS - 321-1 . F". Im 58.79 SHEET 1 OF 3 USE mTH BTAmmm BPmIC/l=n FOR PUBLIC WORKS CONSTRUCTION 3> SCALE IN FEET 80 1 SCALE: 1 „ = 40' 1 0 NOTE r . I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 nwn W-10 1/2) FOR PAVED STREETS OR 1060 mm (3'-6•) FOR UNPAVED STREETS. CONSTRUCT SHAFT PER SECTION C -C AND DETAIL •N•. DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 nwn (60) WHEN LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1060 mm (3'-69) OR LESS. 2. H (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 1.2 m (4'-01. BUT MAY BE .INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED. FOR H (IN SECTION C -C) SEE NOTE I. 3. L SHALL BE 1.2 m (4'-O*) UNLESS OTHERWISE SHOWN. L MAY BE IN-. CREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. BUT ANY CHANGE IN rLOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER. 4. T SHALL BE 200 mm (89) FOR VALUES OF H UP TO AND INCLUDING 2.4 m (8-01 AND 250 mm (101 FOR VALUES OF H OVER 2.4 m (8'-0•). 5. 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. SEE NOTE 3. 6. 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. 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. S. 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. . 9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN 200 mm (8•). 10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (140) TO 375 nwn (15') OC. THE LOWEST STEP SHALL NOT BE MORE THAN 600 nwn (241) ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. . AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER s r,4NnARo Pt�w 321 -1 SHEET 2OF3 MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE ID'S 825mm 33 OR SMALLER II. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE= A. MAIN LINE = 825 mm (339) INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 mm (360) TO 1050 mm (42) INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (331) OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 mm (360) IN DIAMETER. 8. .SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 mm (8') THICK TOP OF THE MANHOLE CHAMBER. MEASURED VERTICALLY FROM THE ENO OF THE RCP. SHALL BE A MINMUM OF 150 mm (6'). C IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED MINIMUM DISTANCES CANNOT BE MAINTAINED THEN ONE OF THE . FOLLOWING ALTERNATE SOLUTIONS MUST BE USED. I. PROVIDE A SPECIAL STRUCTURE. 2. PROVIDE TWO STANDARD STRUCTURES. CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THEAPPLICABLE L ICAB LE JUNCTION STRUCTURE OR TRANSITION STRUCTURE. 12. MANHOLE FRAME AND COVER SHALL CONFORM TO STAN AN STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. ` 13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. - 14. WHERE A MANHOLE SHAFT - 900 mm (360) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 336. 15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328. 16. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (360) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. 17. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE A 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. 1. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN= 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 nun (36•) WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC - 329 PRESSURE MANHOLE SHAFT - 914.mm (360) WITHOUT REDUCER 630 610 mm t240) MANHOLE FRAME AND COVER 633 914 mm (369 MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP I . AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER LINE TABLE MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE LINE BEARING LENG7N Ll S72'05'38 "W 58.79 L2 N62'54'22 "W 0.92 L3 N05'38'S6 "W 111.21 II. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE= A. MAIN LINE = 825 mm (339) INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 mm (360) TO 1050 mm (42) INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 825 mm (331) OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 mm (360) IN DIAMETER. 8. .SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 mm (8') THICK TOP OF THE MANHOLE CHAMBER. MEASURED VERTICALLY FROM THE ENO OF THE RCP. SHALL BE A MINMUM OF 150 mm (6'). C IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED MINIMUM DISTANCES CANNOT BE MAINTAINED THEN ONE OF THE . FOLLOWING ALTERNATE SOLUTIONS MUST BE USED. I. PROVIDE A SPECIAL STRUCTURE. 2. PROVIDE TWO STANDARD STRUCTURES. CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THEAPPLICABLE L ICAB LE JUNCTION STRUCTURE OR TRANSITION STRUCTURE. 12. MANHOLE FRAME AND COVER SHALL CONFORM TO STAN AN STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. ` 13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. - 14. WHERE A MANHOLE SHAFT - 900 mm (360) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 336. 15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 328. 16. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (360) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. 17. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE A 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. 1. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN= 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 nun (36•) WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC - 329 PRESSURE MANHOLE SHAFT - 914.mm (360) WITHOUT REDUCER 630 610 mm t240) MANHOLE FRAME AND COVER 633 914 mm (369 MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP I . AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PIAN METRIC 321-1 MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE ID'S 825mm 33 OR SMALLER) SHEET 3OF3 CONS TRUC T/ON NOTES O1 INSTALL 24" RCP, D -LOAD PER PROFILE OCONSTRUCT MANHOLE PER A.P. W.A. STD. 321-1 3O REMOVE PORTION OF EXISTING SD LINE AND MH STRUCTURE �Qo `�- ECORD DRAWING Q W/� %, �c THESE RECORD DRAWINGS HAVE BEEN PREFARED, III 3: o. 3663 7 c PART, ON THE BASIS OF INFORMATION COMPILED AND a �},I L" t FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE j a RESPONSIBLE FOR ANY ERRORS OR OMISSIONS VOCCH I. 1 � L I '� HAVE BEEN INTO THE DOCUMENTS AS �1 r f'A\� A RESULT THEREOF - « CURVE TABLE CURVE I DELTA I RADIUS I LENGTH I TANGENT C 1 1 5715'26" 22.50 1 22.48 1 12.28 Ir BENCH MARK. No. 615 BASIS OF BEARN M M RAILROAD SPIKE AT INTERSECTION THE BEARING OF N89'30'06"E ALONG J:\t 26-1737istmmGSD02.dwa. 0924/2003 09:24A6 AM. DJ OF CITRUS AVE. AND LOS CECROS THE No. LINE OF SEC. 30, T.1N.,R.5W., c AVE, IN POWER POLE NO. 9011E ON THE EAST SIDE OF CITRUS AVE. S.B.M. PER R.S. 58/5, WAS USED AS SIERRA LAKES SPECIFIC PLAN THE BASIS OF BEARINGS FOR THIS ELEVATIM 1467.59 PLAN. H L DATE ENGR. CITY DAZE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA 11 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL P tSF s,� y� PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. STORM DRAIN IMPROVEMENT PLANS SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �e`�� F� No. 62183 ( Exp' 9-30-05 it it s�qT Cl �.P FOCAL, 10601 CKJRCH SWEET, SM 1107 DRAWN BY: RANCHO CUCAMONQA, CA 91730 M✓c TRACT NO. 7�i%8 SCALE: =40' PHONE (909) 948-13fi DESIGNED BY: DATE: MJG _SOU K- M/ COURT AUG 2003 ODate :14Y -o3 CHECKED BY: APPRO Y: IDRAWING NO.: fl - Pr CC - 11 2 STANDARDS IN EFFECT. RCF. 62183 EXP. � �' M - 3 3410 2 z wx c��i CITY ENGINEER R.C.E. 115 ATE J:\t 26-1737istmmGSD02.dwa. 0924/2003 09:24A6 AM. DJ