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HomeMy WebLinkAboutR-384216— — 1`0 X N N (f) I — < I— LL1 () i 0 ry -6 0 L_ �- o (/) _0 C - - o � 4- :D (/)O I >- n < = 1 3:1 1 L 0) r___1 I >_ 3: �- _,� co Ir - I 0 r-) r__1 Cn n I 6 n a n 6 I 00 0 1 0 0 15 0 00 0(D In Lf a) CO .- 0 0 3: 0 1, 11-, 0 .5 n G Q) -4--, � :3 Cn 0 0) C_ .- . .•3: Q�_ 0 III L_ �- C) I— ,--,*' 0 C_ _J 0) n .- I I C0 a) r-) r___1,,,._1 0) .- C- 00 3�: to(Q -i--, (D i� 0 00 0 = "­' F- () :D C- < — I Iv) D t : : _, I ,�, .. -,- ,;�I _�_�_ - ; _� ---- , -� --�- , ���-_j--��,�, --, _,>;�', :"- __ , - I ` ­,,�� 1�_�__��, _:_ . t � : 1-1 . : , - t �o' : 0 , , .. . I ,I I . . "I - I - <,, ,- F�, ', I 4" , . - � -�11, , , "', ,",-, - , 1, �� I �,-- ` I ,­ 1155�_:_"e�' I , __ I ­�­ , - - " - _e 01 0, � - - I � - �, , , - �_ , ­ " - , " 1'� __ -, I 11 � I ,�­ __�. _ ,_ , ,-- - ­ I- " � , �-_,--- , � -,�- �,� _Z_��, 7�_O`� P -­ .. "- � ,<- '__�,_ 1,�,_-, 1�-�, `�,-_- 1_1�', ,_�, ­�,, ,_,, <_ ." ,�� I � - � _ __ � __ _;� - , - , _�, -, 1__Z� ­� I - ­ � - ,� - - - - �zz�,, � 7 � , NOTES ?� - " - I _ _,�, , ,, , , , ! . As acceptable alternatives to the rebar shown in the PRECAST BASE 0 FRAME AND VANED GRATE SECTION, fibers (placed according to the Standard Specifications), or 1�' �zc��- , - - - -. - -�---. wire mesh having a minimum area of 0.12 square inches per foot shall i b. - � i I " �, , , - — _%_. \7�,,, 7 ISOMETRIC VIEW be used with the minimum required rebar shown in the ALTERNATIVE , � I 1 , �, i, , , , ""I" , : ", , , �, �, � , i , � , , '. � `�., .1 PRECAST BASE SECTION. Wire mesh shall not be placed in the ­ ., ,-'_____--__ ­_,, �"--�,� '­ 1311) , , I _', -, knockouts, X I . , -, 1-1 - " 2, The knockout diameter shall not be greater than 18", Knockouts shall I I. � - "" "" --,. I I" - '�_._ "",__ ��­, _ -, -11 ", I ­ -'­ I,- - _< have a wall thickness of 2" minimum to 2.5" maximum, Provide a 1,5" I I/ , " , I � I Ik /1, �, . . I I / � i , ", " I I I / I I / . , / I , L�� ///�,/ 1 ,--" , ,�_ 1. "_ ��, ­, ,., ''­�� -, -, � . - � - " '_ I mnimum gap between the knockout wall and the outside of the pipe, I 11 - I , -_ , - - � 11 �, 15- , I - _', "- I- I �1_ After the pipe is installed, fill the gap with joint mortar in accordance � I i 12" r', I -,, - _1 ,� ,�, �, z __ 11 � - " _� -1 - ,­ � l i z ­ with Standard Specification 9-04,3 : � � i I - _1 � ,�� ­' � I � _. , �­ - , f , e ' ( , � DR 12" 3. The maximum depth from the finished grade to the lowest pipe invert A_r__­1 � - ': AI"Yv XY 1, � " 6� ,,, �� Q�� A G. _BLIC ., � � � i � STD. PLAN - 204.00 shall be 5'. ONE 13 BAR ,_ , - " HOOP FOR 6" HEIGHT -_ �-O-` -11 - - -- 4 The frame and grate Must be - - installed with the flange down, 'IWO 13 BAR _­�_ HOOPS FOR 12" HEIGHT ­ - � !., , . I : � MARCH 2008 5 � � �_, , �­ L� . ! 1 ,-, 12. , I 11 - ' 5 The Precast Base Section may have a rounded floor, and the walls may �111B'. ' RECTANGULAR ADJUSTMENT SECTION be sloped at a rate of 1:24 or steeper. ,,� :1 � � 1� � � ": , ,.�If-�/ � " "-' -, , - ,1- -- - , 1� 1, .1� 1 ,� , 1� - I _ � I - I I , I - -3 4 " - -- 6. The opening shall be measured at the top of the precast base section. : B 1 , - 'C', ,�,b_�­,_,._�1(11�A_ '1 <?" 4- "DI , " - , , ��', - �_,�O� "Iliz�_ " ``­Z'�­ r 6 7. All pickup holes shall be grouted full after the basin has been placed, I � j I , - '', ,� ., 11 I � , , -�� _ 41��,I . - I �-,��_ " � -, , ___�_ - _�, k - -, .- I ,., �_ �- - ___�,�_,;r" - k � -_ - - -- � 8. All grade rings and castings shall be set in mortar in accordance with I I I ",._, - __ ., , - , - - ,��, > _-, "I , - z : " ,-<- - -41, ,,�,v ,­ , , - � �, z - I -, - Y, r� - 1 : -, 1;1 , �v , I I ; I Standard Specification 9 -04.3. 13 BAR EACH CORNER #3 BAR HOOP 03 BAR EA. CF PRECAST BASE SECTION , _11�1 � ,po1r. I � � I #3 BAR EACH CORNER, 18" MIN, " ±f3 BAR HOOP -:,,,v, I_ `iAv - � r. ' - t I -r SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION : <� y : 6 �11 �� __ � 1� - 200.20 � "I 911:� � STD. PLAN , � I I I . " PlIBLIC WORKS CATCH BASIN TYPE I P � . 1+ , , I ____.________, --.-- ___._ - a 1, � 1� � 1 114 DEPARTMFNT (FOR PARKING LOT) 5 , � 11 ­ � - � _\IARCII 2008 *71,1 ________._ -------------------- � CATCH BASIN TYPE 1P (FOR PARKING LOT) SCALE: N.T.S. TOP NOTES 1, This frame is designed to accommodate 20" x 24" grates or covers 2. Provide two holes in the frame that are vertically aligned with It . 24 IM' : he grate or cover slots. Tap each hole to accept �_ - - 11 11 I - 7 a 5/8" - 11 NC x 2" alien head cap screw, ­­ i : I 11 i � Location of bolt down holes varies among different 5 i : __ � manufacturers, . , -, � - - __ - I- I-------- __ - - ------------T , , �`-A �_ "I �Z�/,, , k""I I , , , �/.,� ,___ ��,� _��_' / ` , , � � 24 3 Refer to Standard Specification 9-05,15(2) for additional : "", I - 11 ­­­ 11 � I ­­ � 9, ", I . � � ,� , 1, r, /,�/ requirements. . , . -V , rm , � ----------- Z , 211,j SECTION �; A ' ,--,/ RECTANGULAR FRAME SCALE: N.T.S. PORTION OF N 1/2 OF SECTION 25, T. 23N3 R. 4E, W.M. I -I--,` /_ 3 __ -,- ,;�I _�_�_ - ; _� ---- , -� --�- , ���-_j--��,�, --, _,>;�', :"- __ , - I ` ­,,�� 1�_�__��, _:_ I No steps are required when height is 4'or less, i , I / 1, , - ;[I ___ / / - ,;i ____ I i1 �,-- ` I ,­ 1155�_:_"e�' I I I BETWEEN ....... ..... ............. � ....... ..... . - ... .......... . - .... ... ......... . � ....... � -- ---- 11 I ... � -1, , 1 `� 1'� __ -, I 11 � I RECESSED ALLEN HEAD CAP SCREW --- I 5181, 1, .. "- � ,<- '__�,_ 1,�,_-, 1�-�, `�,-_- 1_1�', ,_�, ­�,, ,_,, <_ ." ,�� I ��A�_, _1_f8` I IL,;- ,OR CIRCULAR ADJUSTMENT SECT(ON i i] �i I 1: - - _ 1"� �� - � - , , tL I I I : 4/ " "'t I 3/4" , / It 1�' �zc��- , - - - -. - -�---. / �, Ii " , I / ; I I I A I i b. - � i I " �, , , - — _%_. \7�,,, 7 ISOMETRIC VIEW 2 1:� , � I 1 , �, i, , , , ""I" , : ", , , �, �, � , i , � , , '. � .7 i I > ,"\, I � - ­�', I I I : � "I", I - � \ ''. : . -.1 ----- ---- ______ ____ : ­ ; , � " ; i / �/, , , , �,--`, � � I ; I '� !�t� i 1-1 I " I 1 I 1�i _� � I � \� � \ , X I - - � - - -- I - - �- � .1 __� . I � ­ I - I � ,I- ; I , . r 1518" /�, /.1 / / " I I. � - "" , I 11 I I I/ , " , I � I Ik /1, �, . . I I / � i , ", " I I I / I I / . , / I , L�� ///�,/ � � FRAME ­, � � N I ,,_, � . � r I z I I z I z � I IrIz 11 , " / z , ; _ '. I �, �. - / z I , ;, I , ! ; , " / " � ,� _­___ / , � / ., / , / �� , . I I / . � / - --- L_ � , I ,_ I , - I ,! ----/ I I i I 1 � I i 12" � � � 2 112" � � --- ----- SECTION : � � i I I , DETAIL '13' I I BOLT -DOWN DETAIL SEE, NOTE _', � _,,..r_....__ ; _.0MK_ ­ I � — i i I / - ! i: � , I A_r__­1 � - ': AI"Yv XY 1, � " 6� ,,, �� Q�� A G. _BLIC I � � � i � STD. PLAN - 204.00 Pt , WORKS RECTANGULAR FRAME � � + ,.t ' -FN _' ltw I .* ,� 1) E, P A R -1 L,XI � � � � 5 �111111 � 11 11 � I - I - I'll I'll - ��, I .r 1. 10: - I --- ,to ­ - � !., , . I : � MARCH 2008 5 � RECTANGULAR FRAME SCALE: N.T.S. PORTION OF N 1/2 OF SECTION 25, T. 23N3 R. 4E, W.M. I -I--,` /_ 3 __ CATCH BASIN FRAME AND VANED GRATE (DETAIL 204,00) I No steps are required when height is 4'or less, i , I / 1, , - ;[I ___ / / - ,;i ____ I i1 HANDHOLD I I I BETWEEN ....... ..... ............. � ....... ..... . - ... .......... . - .... ... ......... . � ....... � -- ---- 11 I ... � -1, , 1 `� 2, The bottom of the precast catch basin may be sloped to facilitate cleaning. � I X, X, . - , C,�: < i ",�' RECTANGULAR ADJUSTMENT SECTION RATE BASE. INTEGRAL BASE . , I ! �., � � Iv" 1 ,OR CIRCULAR ADJUSTMENT SECT(ON i i (31, i._._. ­­­­ ... .... ....... i I � L � I � � ��_, - , -YPiCAL tL ,- .. __ - ­_ �� ­ , _�-�-, ---- GROUT, T (SEE NOTE 5) ( 1) , - - - -. - -�---. : : : : 81' Z, I , 'I- . , _, i- FLAT SLAB TOP z ?! � I . I I I � ,,:- �_, I � -1 I 1,; � I., ; I_ �_ I 11 : . -.1 ----- ---- ______ ____ : < :F , Ly 0 i:..� � 1� � . . - !I � � I I ! , � , ^ �," C,R �i,, � : �3` b4". (_V, Y2 z' f e I 5" X I - - � - - -- I - - �- � .1 __� . I � ­ I - I � ,I- MORTAR I TYP ) � , I 11 I 17 _t_r�7'J,1_1/ � . _ , ;, L, _-"_r -_z-,_, � , ,--, ­; , , , i. ­ ,� / I __ _­_­,,� t ­ , -)R �- ____,�­_ _._ , STEPS;, �, - , , , � � I i 12" 11 - 11 . LADDEr \ � � � . 0,39 0 29 : � � i I .1 I I I i _111111111-11-1 111.11, - - 1. i i 12" � i; __ . - __ � - - - - _-, �, _ � _,,..r_....__ ; _.0MK_ ­ I � — i i I / - ! i: � , I , I i . ......................... ... � ....... ... ..... __ ..... . . ..... ... ....... ....... . .. ..... . I 0,39 u.29 - ----- - --- - - __ ___ - — --- - , -1 � � : ,_ ,� I A- ----- 1-, t'---, -,I __ - � __ , -- --��:7�_� IL- � I ' I ! - �i 4 �- MORTAR FILLET - � � : � I � :1 , �, :e? - i-., ;,< 1< I 1 : '�S, 1� � - � !" -_ ____ DIRCING STEEL i TYF � REINF,_ I : I ­_.� --- - -_ I --- : 1 � -111111 1-1-1-1 ........ ......... . ................ ­ - � !., , . I 1_�, z - � �_, , �­ L� . ! 1 ,-, 12. , I 11 - ' GRAvEL BACKFILL FOR I PIPE ZONE RFDD�N(; �111B'. ' � . , , , i z , � , , . _,�_._ '/ A I- 6 --- 1 --- _1-%­__-1�L_-'-.�-*-_, � - ,,� :1 � � 1� � � ": , ,.�If-�/ � " "-' -, , - ,1- -- - , 1� 1, .1� 1 ,� , 1� - I _ � I - I I , I - -3 4 " - -- . , , - , 4 . , , 1. I � � , " I - SECTION : B 1 , - !.�,�"'­�- I- � : I � j I , - '', ,� ., 11 I � , , -�� _ 41��,I . - I SEP.AFATE BASE INTEGRAL BASE r, 11 I - , � I I I CAST -;N -PI -AGE PRECAST WITH RISER N" - E #3 BAR I !OOP I OR I �',N ,0, P[NG , 11 _m_ TWO TWO #3 BAR HOCIPS FOR 12" , , , I;X, � . ­ IIV *­�-_ 4. 1 '' � RECTANGULAR ADJUSTMENT SECTION I �_ . __ . ..o I , ., � . riR�',H RAC,F'111 FOR f�, , , •- - ,�-,, �,X,�,�'���47._�, __ -IPE ZutqF_ BEDUNG , 1__ ,��_ � �1 ,-, � ­­­­-­­­­­­, 1, ,- -,,,, I ,> , �N�t4 'y' .... . . ....... . . ­­­,­­­ 11 - 1-1-1 - ... . ... � ... � ... -1111111-11111 -1-1-1.1-111-11-11 11 "I'll, I I I I I I I 1-1-111-11111111111111 I � SEPARATE BASE I TCATCH� BASIN DIMENSIONS __- - PREGAST _____ .,--,--------- 1 MINIMUM BASE REINFORC'NG STEEL I C A I i_ I -1 ; MMA I V1 U 11 � WAL1 BASE DISTANCE : BASIN ; KNOCKOLIT: � - wl'�ft IN EACH DIRECTION I ITHIC I D JAMETER I I No steps are required when height is 4'or less, THICKNESSI SIZE I I I BETWEEN ....... ..... ............. � ....... ..... . - ... .......... . - .... ... ......... . � ....... I I --- I I 2, The bottom of the precast catch basin may be sloped to facilitate cleaning. � I � I � KNOCKOUT I LI RATE BASE. INTEGRAL BASE . 48" I I � I 4" � i i (31, i._._. ­­­­ ... .... ....... i � ; 36" ... . ....... . , , ! i 8" I : ,- 0,23 C1,15 - I 11 I 11 ­ I � I 1 54" � 4,5: r. i 3 61* I � � 42" : : : : 81' 0,10 0.19 11 i I --------- _._!______._________ the pipe is installed, fill the gap with joint mortar in accordance with Standard -_ - : . -.1 ----- ---- ______ ____ : _____ — : Be". ; ; ______ i I 5" 81' -- - ____.___.__ - - -- I I � i 48" : : : B" � 0,25 U,25 � I � 72" i (31' 81� I � 60" ; � � 12" 0.35 I 6,24 � I � ,34" � ­ 8 � I i 12" 1 i I 72" ; : I I : 12" . 0,39 0 29 � ... ..... . ........ ............... .. .. 1 9(�, � I I 3 I .... . ........................... 8" i _111111111-11-1 111.11, - - 1. i i 12" � i; __ . - __ � - - - - _-, �, _ � ....... 1 84" ; __ -,.- - _______ -- . _. ", ......... .. ......... . . ....... ... . . . ..... i i i ; : 12" - - - - __ - --- - _____ . ......................... ... � ....... ... ..... __ ..... . . ..... ... ....... ....... . .. ..... . I 0,39 u.29 - ----- - --- - - __ ___ - — --- - , NOTES PIPE ALLOWANCES I , � I No steps are required when height is 4'or less, I CATCH PIPE MATERIAL WITH MAXiMUM INSIDE DIAMETER �! . -�-.'_'V�9­ - �__ I __ ,11-1-1 I - -_ BASIN SOLID__P`R0F'1LE ,' AL� : I 2, The bottom of the precast catch basin may be sloped to facilitate cleaning. DIAMETER CONCRETEr � __ : ' � 1 1� METAi � "PSSP WALL : ,PIALL. ; - t I I '3' 1 I I I r � IPvc ,L PVC �2 ; 3 The rectangular frame and grate must be installed with the flange down, � : . . 48" : 24" : . --.-.---,--,------.,-.----------- I � 30" ; 24" 27" 1: 3G" � � I ; i - ____ The frame may be cast into the adjustment section, I : 544' 30" : : � 36� �� 30" 27'; I 36" � I : � -i, Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide � (5011 � 36" : : i � . ....... � ............ ... . ........ . . . . . ........... . ... ..... ­� ..... . i I : I 42" �� 36' 36" I! 42" � � : i z � ..... ­­ ... ...... .... ............... 11111111111111111- . ... .......... . ... ..... ... . . ................... . . .. a 1.5" minimum gap between the knockout wall and the outside of the pipe. After I Ir : ; 1 772 42" : I . : I � � 54" � 42" 36" as ; the pipe is installed, fill the gap with joint mortar in accordance with Standard 1 i . 1 84" 54" i � : ! ! _____ i z G I 011 � �4" 36" i 48" Specification 9-04.3, i : II -, - � I � i i I I 1-11,11.1 ; 11 ! f : � I 96" C, 0 1, : : : : : 60" 36" 48" 72" t� : � : 5, All grade rings, risers, and castings shall be set in mortar in accordance with -11 ------ _,__ I � Cartuqated Polye,thylene ___ - - -'-- ------------- Storrs SOMA'Pipc, �'Std. Spec� 9-05,20) Standard Specification 9-04.3. ', IStd, Spi,r. 9-05 12(i)) � . I I ___ � ____ i — � � 4 I i ­ : I- I __ 'r— I I f I � � i I z I I : t t z � � ' (Srd, Spec, 9-05 12(2)) . � I I � I . 1 N -Y I I , � : I SM. PLAN - 201.00 ,� P, I : " , 1W I . " + + Pl,"BLIC WORK, CATCH BASIN TYPE 2-------- . i _T\T *IT ; I I i 1 I 1-5'W* , DEJ)ARTNI E T' to;N-111­6o : � Napo . I : : : _%1ARC11 �'_008 CATCH BASIN TYPE 2 SCALE: N.T.S. I : - I � - i SHEET INFO HEETI . I : , . -�-.'_'V�9­ - �__ I __ ,11-1-1 I - -_ � I � I I � i I I ; F­7--��--_! : I ; I I ­_ ­­ �­­­­­_ � — ? , ,— � I �I � � ; ; ; 5 1 , , ­�__ �_ I . � I � ­ S�[ ­�iFE D�IA�4 I I '3' 1 . I - . ; I 1 1 __ w --- 1.1---] � , � I � - ­_ ­ ANCINIOTE 1 0 1 1 . , , e � -_F... ��, i . e i : =—__ � I . ___ i_ ­L____ I � _'_ I . ;- ;.- I � I - tI I t� I - I - _____ " " I �____ I I � I � �A_ _-�_, - .� . 84" or 96" FLAT SLAB TOP , I I 12'_ , I , e I I I I I I r , PREFABRICATED LADDER -,, - -1," ,,,� i I I i,z I i- 1-1 �,. , 1 4 , 1. � , I . I 1�� I �', - : . I I . o � 2C' i . I I . I I i : I : i� : :75: i � 1 r -7--- ; � � � r � : � . I I ___ � ____ i — � � 4 I i ­ : I- I __ 'r— I I f I � � i I z I I : t t z � � i . . � I � . � I I � I . 1 STEP 4 I I i I I I I . I I I � . � � � t Z, ,� I I.- ,1! ; I I i 1 . I ; . I I , �� I V4�1, � � "'El" _1 I- � ! ­___ � I I � I i , � � � e--- - � � I I , --- i i , � ------ _,_ � I � 7 I _11-1-1 i ; � j � ; ; I I I : � _--1 I ___ ; � : , _____! -7 � T ,T___ I T — ------ — : z - 0 � _ , I -J �. � -1 I � � I ­ I � � I I I I : ; I r-11, : I . . �- I � . I I _� . i I . � i ! � I ; I I I � I I � � i 1 li2 - - - 3-I I ; I : I ­_.� --- - -_ I --- : 1 � -111111 1-1-1-1 ........ ......... . ................ , -.-- T- ��-�;r_,'W ,,,,,1_-P �4il Z'- _­,v.� "I , ... ...... .................... . . � ..... � ... ..... ... . ... . ..... ... ... . � .. . .... � ........... � ..... ­­­ ... ­­ ....... . - - --- - :___,__,____ I ,;,-,,,, � , I __ ­ _ - � 21 i � 2" MAx ECCENTRIC CONE SECTION �111B'. ' 48", 54-, or 60- FLAT SLAB TOP - ,,� :1 � � 1� � � ": , ,.�If-�/ � " "-' -, , - ,1- -- - , 1� 1, .1� 1 ,� , 1� - I _ � I - I I , I - -3 4 " - -- TOP " SECTION : B 1 , - I 24"­ � : I I I 'A : i 1 7 OR 8 EQUAL SPACES i <I , "" ___ , � I _ ... ____ ................ � ........ __ __,"', _-, __ ... ___ ...... - ..... .. . ... .. .. ­ I I I -i � I 15i I I � - z I � �C� I � I t _..IREGTiON OF FLO'A' � � 5 1 -- � I 1--,-- , , 7 - �� \ 1�1 J ­,�, ,,�� � ,,��,, ,, ,\ " ,,, , " ". " I,< 4 � i I , �� , .. ,;, ,,�:­ I ----' --- \ , - 1^\"�� '>'� --------- ,�_�' - - '-,_,`;� --------- I �T ------- -- _--f ��,,,.11 ------ - ,-----, , ,� ------ �L� , , I 1�.11, �,I f � I I � , - - SECTION A " , t I t i � � � 1,?` : � t 2 I � � : z z � 3tT'­­ � � � � t i- I 11 ;41' - � � I ,­­­ -- , . I I - I -8, I I I I ,�', 11 1'1�, 11� ,,,�_� _L_ �� I 1, , , I , _,­ � 11�1 I I � I 1� " 11 1, 1 7 , I I " 1, 1��', \ - I \, "" " %� "'..\, � I � �, � \ 1, , , - � , ��,_ I" '�11 , , I 11 �1'1 _ "I,. -1 , \-, I ."�r, �_� ". , I 11 1\ I `ti >e',�_ ,,- � ` I -1. > ..,•Y , I,� I , " BOLT -DOWN SLOT DETAIL : ,,, I., -I � � , � I .- --' -, 1- " " St NOTL 1 , -1,;-, "I , -�-," " � , 1, , NOTES 1 Provide two slots in the grate that are vertically aligned , with the holes in the frame. Location of bolt -down slots ,, varies among different manufacturers. , - � `-.I. 11, " ISOMETRIC 2 Refer to Standard Specification 9 05-15(2) for idditio-ial requirements, -', Unless otherwise specified, vaned grates shall be used with standard frame in the travel way, gutter or shoulder. vaned grates shall not be located within crossroads, Use vaned grates along rolled curbs. — ",(; :77- - �,-�, _''�i -I' � STD. PLAN - 204.20 , ( zk Aim � `1 RECTANGULAR � 4,P ��' .L * 11�1'11_31,IC 'o�'01)kK` � --------.------------ 1 14 1 1,)J'A,RTMENT VANED GRATE 1. I �; NIZ\kCd 20C11i � 7 ) � I RECTANGULAR VANED GRATE SCALE: N.T.S. , - I � - - - I . L � I �� 1�, 1_4 , " ': � , � 1. , � , , - � , " , " - � " , , , I � I , , I , � - I , , , , I I ,.__1 , � I : - I � - i SHEET INFO HEETI Ir " , I I �', ��: �-, I � "I !", , "' � I � I I � i I I I " - � �, , , , , 1 ", , , - I JI . , " I � � ��, I I 2 4 . 11 , , ; I K" x : , � 1��'. �, I 11, ", 1"',�, ,, I I i � I ; �<� �� � i I , I , � : OR 54'VIAM, HOLE - __ - - , I --- I -_ i , ; , -11, ; ---I-- I 'I 2' I ", Y P') I REMARKS 124 I ! � 7:7_1 i -, 11 - ."I — 1 � I 1" %1N 11-1 11 ! I' -1-1 - , " i I ,,11MAX _ I '" _.1 . � �� A � i �A_ _-�_, - .� . 84" or 96" FLAT SLAB TOP , I I 12'_ , I , e I I I I I I r , PREFABRICATED LADDER -,, - -1," ,,,� i I I i,z I i- 1-1 �,. , 1 4 , 1. � , I . I 1�� I �', �1. "� I , _` I - I I I " I 11 I "'�� � I1,�, .-✓I'll 1� . __ ­ , 1� J- " , , -­F''IA ,,,z�-, 'i, ,�,, sr'Aciw-, ,� ,I, . I- ' �� I fI - I - - , -- ­^�'_­', I __ - , , , ­ __ , - I -- I I � 1 ,- , ----- � I - - I , __ ; I LAST EDIT , f,,, , � t '� I______ I- - �_�', , "-"- ,,,, : X_- �,r,� " " � � � " � t 20 I I)' MIN I z t z , , , , -, 24 C' Ar 48"DIAM f -, - , - :- __1 �" �: OR 54" D PM HO, -E 2' tTYF,�I- - TYPICAL ORIENTATION ­ __ � I �,­--- -------, . I I z ::� , � t i: i - ---- — I I -- -- q � Cr. � ----., ____________ FOR ACCESS AND STEPS I � - T I ... T_- �_ . �_ _i_ - - ,-- - _­_ -, , '' ..________ _. ��i - I i KVN ­- ' I iZ' MAX STEP 72" FLAT SLAB TOP SUBMITTAL 24' MIN - - I.- ,.,. i - �, 4- -'SF I�_ �­ ,-:"" id4 RARS, �(� F, - �' C I N G , I Provide two slots in the cover that are vertically aligned ��", I I " "! I '! : X I � �' � �1, , 1 i I 11.1. < - . . - - I - l% " i , ; :5 .2 I '.11 ­- I- :1 � I � � , I'll 1, ,,_­� , I , , I , � . � , I ! ,,, �-, � �,l ,I : - -7 varies among different manufacturers. t " I 2C." )� 24 OR ;, , �� "1�1�1'1 11,� 1, � '-' ==- 1 li2 - - - , __ ­ � ". 2 - - 24" DIAPA, HOLE , '_5 . I___________ -11 -- 2" i TYP, � � � N."I"N_ 2 Alternative reinforcing designs are acceptable in _ __ ", _4_6" , - , " - , - - f , , ­ I � I I - , "" - r I I - - , - I ­­ --- � - =A�=­ 4 1 z � I 1, P.4 �,,I ­ _ - � 21 i � 2" MAx ECCENTRIC CONE SECTION -1 I ­ �., ­­ .� ­ - I I , , I . " , II ------------- r-- --- - - ------------ �__"_,__,_�K' - ,�� I -, _ , �, � - :\ , ,,,� � , � , ," , �4 , T �� . 48", 54-, or 60- FLAT SLAB TOP I , '- - , , ,-,_, �-�_,­_,':�,\' -0.15(2'}5for additional , , I ":, ,,, ,�, Refer to S�anciarcl Specification 9 J - ,,� :1 � � 1� � � ": , ,.�If-�/ � " "-' -, , - ,1- -- - , 1� 1, .1� 1 ,� , 1� - I _ � I - I I , I - -3 4 " - -- - --- -_ " � -1 �,�_ , '_1 , �� I , ,�r" __ , , 11� , .� 1� � 11 ,,��, 11 I - ___ -, , - I I , � I � - I I " �- 4 (�,'OR I", , , - ,-- _ '. � - . ­ I I I I 1, ',�' � � I : I � j I , - '', ,� ., 11 I � , , -�� _ 41��,I . - I , "I I I �i r, 11 I - , � I I I . SECTION � A r I � N" - E #3 BAR I !OOP I OR I �',N _m_ TWO TWO #3 BAR HOCIPS FOR 12" , CIRCULAR ADJUSTMENT SECTION RECTANGULAR ADJUSTMENT SECTION I.0 As an acceptable alternative to rebar, wire mesh having a minimum area of 0.12 square inches per foot may be used for adjustment sections. � e I ' - 40 e � STD. PLAN - 204.60 1�ly 1�1 , C'� ; +,'AM, PUBLIC `XORK�: � MISCELLANEOUS DETAILS FOR r � I . ,A I I Ll `A1,'1'F,\II Al T I !� I) - �, .. I __ . DRAINAGE STRUCTURES 14�� . : I 11 , 1i q . V111"FIC" -M,iz ! � I I MISCELLANEOUS DETAILS FOR DRAINAGE STRUCTURES SCALE: N.T.S. 1­� - — I __ I 1� �:11_ I - 2„ _-_­­­� gra. ,t , Ul 4t_iL i - I - : . � 92 ? � I � � I � r-. � . I � _', --- __ __ - . � 1 - - - ­ - - ---,-.7-- - � �.,­,,�-�� : . �, 6� . � - I ,�- � r,�__ __ _�_ 17 _1�y _,�� � ,,T-� � I . : , . � . . , , I .1 ' : . : +�'. ': . , - . � . , , I " � ,I , �� �" - "­', ,-- I- ' � Z ; , , � ,7�' 1 , I I " �,,====�"-"!"�= , � , " � , ,,-�- - - - ��-, ,`� "','-,, — __ . V :��`'`�' =± '. , - �,,, - —,--- �_= — , " tl �, , N � \�� � "., i", "',•III � , , I , I I � SECTION , A , __ 'I ,�4 , � ! I � i , 1_1 -i : . : I I [ I - - i I � 3,4' 1 1 114" ] I � . i Lv! LC!I I I I , 1 �, !� , �?�,� ," , I , I I � - -1 1- , -, -, I . " _ I I I , -, -, � I " , _'__ ". ,�, " �, _,_ � - � � " � , , "", , , , ',`,' �' , , BOLT -DOWN SLOT DETAIL `­,X,��,___>%,.,��­ � I I � � , , I , , � , -1 I I I - - - - � , I SEE N L ­)T E ' . , - � � �,_�, , , NOTES � I , , Provide two slots in the grate that are vertically aligned I with the holes in the frame. Location of bolt -down slots varies among different marufacturers. ISOMETRIC 2 Refer to Standard Specification 9-05.15(2) for additional reqUirements. �1. Use only on sags and vertical curbs locations. 4 Unless otherwise specified, vaned grates shall be use,,, with standard frame in the travel Way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. : ! z �Vy : ! 0�, STD. PLAN - 204.30 111, i � ,�)7 1 11 i � - - � , iz � 5 : I � ; : 'AM, , P­BLI�'_,' _`,`,_'0_R1,�­ � RECTANGULAR BI-DIRECTIONAL � -- +'14M � : , : : � : I � : 11 � , 1) �-� P ,,, ��- ,\.I �, N'l � VANED GRATE q L ; � - - ! ; N : RECTANGULAR BI-DIRECTIONAL VANED GRATE SCALE: N.T.S. IIIIIIIIIII MAIIIIIIh.. I W 12100 NE 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com � I I F7 i I i tot I M 114�,0�_e_ I i M �, ��', ,,, , ,, , � , '�-�::, � 1�,V', 11, I I 51 1 :iL ! I = ;•BY: I BUILDING LASTING RELATIONSHIPS I .wv IN COMPLIANCE WITH CITY OF MENTON . - !ST I ICHECKED I I ---�. ,� I P BY: ,,, ...... . A- ......... MR Date: "Itk - % _/�Oloj_ I j '7 .1, Date: --------------------- ---- -_ - BY: — ___ --- - --_ e ....... ...... . ... . ..... !__ ........ e ...... Date : � SHEET INFO HEETI Ir REVISIONS � ----- --- I - _ - - I- i I- I'Ji�r -L 1, .� -, ,j_'- I /' , �J­ 1 11 111111 ,,,Illllli,'',,'',,'',11111111 I QED ''I . ­ V RV O'F AS . I 0 C, e_1 *t `-, 'r ,;), �� OL I 10" I I/ " , , " / , "" ,�J 1�1 11 I " # 41 11 " I I ., Ito, ,ot I , -1 11 X, 1, ,� �'/ I T .. ,324 ff 1 116 6 21 4 Az 11 � _ V I 0 ON ti�1�; -4�4 C I S T " % &S, 11 ""S70NAL YSI DESIGNED DESIGNED TTW NO. B DATE REMARKS W DRAWN TTW -, 11 - ."I — I i - . — -'-- JMTE i " � � -1 __ - - - I - ____ _____ --------, - , , � / 1 4 A �- A I I �J ;,, 4 , - , I J ! I - - , -- ­^�'_­', I __ - , , , ­ __ , - I -- I I � 1 ,- , ----- � I - - I , __ : LAST EDIT 7/16/2015 t '� I______ I- - __: - - __ - - -,-- , -_ __ - --- � - - - - - - - - - � - _. 11 ­ I I — PLOT DATE I 7/16/2015 ; I I I SUBMITTAL NOTES I Provide two slots in the cover that are vertically aligned , , ��_" " ,� � 1'_�­,_ � � - - 1;1� ,7,� - * ,� " ,>, ,,, �-­,>_-�, _­ _`­ _1� �­ ":�,� , 1,1_"__:"'__--;-'.-1 , � � � -- '- ,­ � > Z 02 _� � , " " 11 I' - �, ­ , I I I I-) FRAME AND VANED GRATE / SL'E I,JOI L 4 r / I , / , � � - - - _ - , I , I , , I NOTES 1. TliE COVER OR (_-�RATI ING OF A C1TC1­1 BASIN SII NOT BF GROUTED TO FINAL GRADE UNTIL TI ­1E FINAL ELEVATI0,N Of— TFIE PAVEMENI-, GUTTEP, Di ICH, OP ',-,')ID0;VALK 11`4 WHICH 13 l.' -i I 0 BE PLAGED i-iAS BEEN F.STMILISMFI), AND UNT11- PFRkil")"1101,11 TI iFR!7AI­_1­LR 1-0 GIVEN BY i Tl IE FN11NIF-17,F" TO GROU! N' PI A(71- IN AC,CQR17ANC1_ WITI I APPA STANDAM)SPFCIFICATION 7 ff),3, -, I ' 11 ,"PlIMS SidALL NOT 13E W7,L[) i_0 S[--[ FRA,�JIE TO GRADE. TIIE IJSf-'. Of- SHIMS IS PR01-43i I I -D. 3. A CON I-INII IOIJ-� L A"i". R Ol 1v1(`,RTAF-,' :A MAI 1, [,�')Ff�l A('3 D f1[_-­PJVI_-I_',N AD -IUM -MIXT RINJIG,`�, AND BRICK'." PRIOR -1-0 I 'I_A(',r,-11[NT 4, TI-iE USF Of' BRICKS IS PL-RMITTE-17) WFIERE THE BRICKS ARE STAGGERED TO CRFATE A RUNNIN(3 RONn OR /`� � BOND, 1, A0JW_'1fMUN1 I -, ON ,'-i,Ai, I IA GI"Z01) I I 1) k�NA i I- 1� I !GI I I' I 0 I iiL ROT] OM ANI --A 0I, I I IFA1,0K" f Mt -N I ';k C, I ION WI I !I NONI'A-iMINK 6i4_)U I " �'� _;1,C � 11 � (,.1,61R'00 lN(l BF, IIN[-J-.'NI AI).10o� I Mi -N-1 I'*(14ION ,AiAl I 61- WAI f_R I i'N;i I I I C; 1I () �, l . f'� 1_0 B!, - N0N L&I I " I m!" I yl jL-- ­; t�ol,� I 1�4[' L-1 IP(; I I III R FOt J tRF t,,4F_ 1\11_,'�', 0F A ") I Ni i 5 7 "ll- R AP'OJA �', 1 AINIIARID ",P"A"! [ ICA I 1(_,�!! I � 20.] I- 01 ,'� ' ' I � I � .1 i I I I � N�IIAXII`d (.Ilk"I FT 14, ' FN I 1­4�Y ",I F�INKA"-',IF I I-11- MINJ!tvil Jh4 C(WIPPI-�',�`�WF "TRF,NI(�iTI-I ",[ W I I -11F- �1,000 P��,l IAIT -/ 0AY Pf-R' AP'vVA �-_,'fANDAPNDI I ,,-,i ��, PWX /l IFTING H01I F-'; APF Ft-, kP (J'01)"ITI-1; WAI FR 1](1,II-I __1 - - 1- - I - 1. - - . I - I '--- 1-1 .. - ­ _-__._____1__.- PUBLIC W 0 R K,t' GAT C;" BASIN NNS TALLATION D E PA RTM E t� T ! CATCH BASIN INSTALLATION SCALE: N.T.S. STD� PLAN - 202.00 1� 4 � - L_,�- 1;1_.-. - -- � ,., 1 ___ - - � �z I ,3 - 1��', I �­ 1_�, I, T- - - _��_ _"" __ - I I , '', __ - --- --- -- , 1. " , I �� -" i - - tom' - I !-- - " , :__��I�_�, �,1_,:_1T_ I � ----- --- I - _ - - I- i I- I'Ji�r -L 1, .� -, ,j_'- I /' , �J­ 1 ­­ - ---I � I V, , // r-, , I, I I I I I � ! 1 , I , , i i4if I , --- f4l I 1, '. i J I � 11 -`rte`', I I ; CLEAN SURFACE AND BOTTOM AREA. , � I , I I ,f _, , � - -, I �­ - PROVIDE UNIFORM CONTACT, _ -- , � � THE_ SURFACE'ARLA OF FHE 3ASL SLC IION MUS7 1W BL: GRQt_)TED TO THE BOTTOM AREA OF THE AD,;USTMENT SECTION. I 1 ADJUSTMENT SECTION � -, 11 - ."I — i i � , - rJ I � I—, , 1�1' " " I "I I " I t 1'� � - �), . r�__ - --1^,.. - / SL'E I,JOI L 4 r / I , / , � � - - - _ - , I , I , , I NOTES 1. TliE COVER OR (_-�RATI ING OF A C1TC1­1 BASIN SII NOT BF GROUTED TO FINAL GRADE UNTIL TI ­1E FINAL ELEVATI0,N Of— TFIE PAVEMENI-, GUTTEP, Di ICH, OP ',-,')ID0;VALK 11`4 WHICH 13 l.' -i I 0 BE PLAGED i-iAS BEEN F.STMILISMFI), AND UNT11- PFRkil")"1101,11 TI iFR!7AI­_1­LR 1-0 GIVEN BY i Tl IE FN11NIF-17,F" TO GROU! N' PI A(71- IN AC,CQR17ANC1_ WITI I APPA STANDAM)SPFCIFICATION 7 ff),3, -, I ' 11 ,"PlIMS SidALL NOT 13E W7,L[) i_0 S[--[ FRA,�JIE TO GRADE. TIIE IJSf-'. Of- SHIMS IS PR01-43i I I -D. 3. A CON I-INII IOIJ-� L A"i". R Ol 1v1(`,RTAF-,' :A MAI 1, [,�')Ff�l A('3 D f1[_-­PJVI_-I_',N AD -IUM -MIXT RINJIG,`�, AND BRICK'." PRIOR -1-0 I 'I_A(',r,-11[NT 4, TI-iE USF Of' BRICKS IS PL-RMITTE-17) WFIERE THE BRICKS ARE STAGGERED TO CRFATE A RUNNIN(3 RONn OR /`� � BOND, 1, A0JW_'1fMUN1 I -, ON ,'-i,Ai, I IA GI"Z01) I I 1) k�NA i I- 1� I !GI I I' I 0 I iiL ROT] OM ANI --A 0I, I I IFA1,0K" f Mt -N I ';k C, I ION WI I !I NONI'A-iMINK 6i4_)U I " �'� _;1,C � 11 � (,.1,61R'00 lN(l BF, IIN[-J-.'NI AI).10o� I Mi -N-1 I'*(14ION ,AiAl I 61- WAI f_R I i'N;i I I I C; 1I () �, l . f'� 1_0 B!, - N0N L&I I " I m!" I yl jL-- ­; t�ol,� I 1�4[' L-1 IP(; I I III R FOt J tRF t,,4F_ 1\11_,'�', 0F A ") I Ni i 5 7 "ll- R AP'OJA �', 1 AINIIARID ",P"A"! [ ICA I 1(_,�!! I � 20.] I- 01 ,'� ' ' I � I � .1 i I I I � N�IIAXII`d (.Ilk"I FT 14, ' FN I 1­4�Y ",I F�INKA"-',IF I I-11- MINJ!tvil Jh4 C(WIPPI-�',�`�WF "TRF,NI(�iTI-I ",[ W I I -11F- �1,000 P��,l IAIT -/ 0AY Pf-R' AP'vVA �-_,'fANDAPNDI I ,,-,i ��, PWX /l IFTING H01I F-'; APF Ft-, kP (J'01)"ITI-1; WAI FR 1](1,II-I __1 - - 1- - I - 1. - - . I - I '--- 1-1 .. - ­ _-__._____1__.- PUBLIC W 0 R K,t' GAT C;" BASIN NNS TALLATION D E PA RTM E t� T ! CATCH BASIN INSTALLATION SCALE: N.T.S. STD� PLAN - 202.00 1� 4 � � _______ - -- � ,., 1 ___ - - � �z - I ,-; I- < i - - - � -7-: __ ___ _"" __ - I I , '', __ - --- --- -- : � I I 7 - , _': , , " _� ; i- : ,/�, ,,. � ----- --- I - _ - - __ ­­ ­­­ -1-1--1 ---- I ------ I ­­­ ­­ - ---I � I V, , // r-, , I, I I I I I � 7 qq CD > CAI CN CD CD 2 I , ,, B I ; '�':� I " , ' ),'� N S _Q ' ­ �;� F L --- ­ � U, -, , I - 1� I I I 1A I UJ I � DETAJLAND NOTE 1 , , I � I— --- , 1W N rd I I �­ -, 11 - ."I — , 1, z , '­' A PA I 0-E ____ - --------- ------------- I � I—, , 1�1' " " I "I I " I t 1'� � - �), 4c, , -'-- 7�_ 1 / - 11'.,�11' _____ I 'i U / I", i " � � -1 __ - - - I - ____ _____ --------, - , , � / 1 4 A �- A I I �J I ;,, 4 , - , I --�__-, - , . ­ __ I - , -, - - - - - __ - -1 -- � - - - - � - � - - - --- - � - - I - I ­ - - - -, - < - -- -` I -, - - , - ­ __ I _�� _-, - - , -- ­^�'_­', I __ - , , , ­ __ , - I -- I I � 1 ,- , ----- � I - - I , __ : I - _ - I ­ , - __ , , I I I " t '� I______ I- - __: - - __ - - -,-- , -_ __ - --- � - - - - - - - - - � - _. 11 ­ I I 1< B , / - _BSI TOP " - SECTION � I -_ NOTES I Provide two slots in the cover that are vertically aligned with the holes in the frame.Location of bolt -down slots varies among different manufacturers. X 3 < - - 4 �4' 1 li2 - - - '_5 . 2 Alternative reinforcing designs are acceptable in �0 � lieu of the rib design. -1 I ­ �., ­­ .� ­ - I I , , I . " , II ------------- r-- --- - - ------------ �__"_,__,_�K' - ,�� I -, _ , �, � - :\ , ,,,� � , � , ," , �4 , T �� . I � - �� , .�� I, - - � .-, ______ i7-- - W__.__�----�- � . I , , , I , . � , `�,' - F 1, , " � , `�­ 7 %\1 , '7- . , , , . , _ 1 1. - _,� �, _,­__,�� ­­­_\ - . -1 ... _\ _­ ___ � " I , '- - , , ,-,_, �-�_,­_,':�,\' -0.15(2'}5for additional , , I ":, ,,, ,�, Refer to S�anciarcl Specification 9 J - , ,�, ___ , , i , , . ,, �, �, , ___ __ I � I reouirements - - � I . 4 ---- . I r, ,i For Frame details, see City of Renton __ 39 R - 1._>ELNOTP_ 4 n 204 00. Standard Plan . SECTION � A r I � 4, �:�_---, - ,-,, _11 , .__ - 1�, I '--,,- !� , /, , , ,,- , �, fw -4- �__;, ,;�, �, -'"I ;11�', ��7�; _�-,:­, , , -1 I �, - I , L , ",�� .� I � /� _/ --. "I" , I , - , - '� , ­1,5�' , ti � , ';,��, , , , -, ", - _-, - ­ _ , , --�, , , , , ; �- , ' ; _,�____,�__�'_ I 1� �/ - "" , , I -��_-�,� -,-, ,� � -�, -_, ""::;--_/--/:- /- , �� . I - �, -1 -- �, ___� -_ I "-- - ­",­ � ,-----�-, - _ � _­ ,��-` ,-. - , � - -,- _ -;/ /_-, - - -- - ,,, , __ �_-�L_­', �- _-�.-,�� -/_;� I ,/ " ,- " , /­ - I ,; , , �, � , "- I 1, _ .", ,� __­', ��/­ ,­­,�­- , - _ - - �, -- -­ I�, �� - -,- ,�, __ "�_ , - , , ISOMETRIC NY &I , -u STD. PLAN - 204.10 :� - , F`k;Bf,T(',' '��01-'kh�,_� RECTANGULAR SOLID , ,4, + A * - ­_­ ------ --,------- — ------------ — �, :-a If"n �, DF P� \ R T \4 1XI METAL COVER \11 . I 0 MARICII 2OC8 --------- 't *w i RECTANGULAR SOLID METAL COVER SCALE: N.T.S. STORM DRAIN DETAILS R-3841 16 Know what's below, Call before you dig. ,I � RYAN COMPANY ­ CITY OF LONGACRES BUSINESS CENTER , ". 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