|
Install Automatic Drainage Gates
<br /> Armco 10C,, Waterman FIO or
<br /> Approved Equal I
<br /> I
<br /> From M.H. D- I
<br /> See Note
<br /> /
<br /> 2
<br /> I-3 2-0 5-O 5-0 4-0 5 0 1/-3
<br /> 100 -0 --- - - — --r— Section B-B
<br /> JC
<br /> sADeck Elev. 23 �-
<br /> Install Frame Covrh I 1/4 5c{,uare 2:12 Malleable
<br /> See Detail ® 1 " d ,,'; = Wash alvanized
<br /> Bevel er G2YzMin. EmbedmentP43 — tt---I--- ----- — — - I -- -__—� Or AsSpecifted.ByM9— EXistin Wood Ram C Jr 9 6 LDischa e — --- — — I 1 32' 9 P %zY¢ "7h' Dropin T Ancx �:?p I See Detail
<br /> Existing Discharges Pe _ r " Manho e1 Install-t@48 j Alternative 5ewsr;•Pipe�Typ - G� Yp`
<br /> Existing Overflow Pi -- — --- i i I 1 ------- I I <; Ye ` T
<br /> �,--- r;---, o
<br /> C--�-- --- J— I Exrstm9 48 G.M.F _.p .._ . _ YP'
<br /> Y2"¢ x h" rQ24"O.C. J' `;:, ► r' ;; Ladder -See Detail
<br /> Bar Screen ►•
<br /> --- `---- 24 Ov ;flow I ° I I I -- --x' 32 ' • Detail ® 10 :"s..
<br /> i.
<br /> Rip.'Rap -- -II--- — T ------ l Install 96't66AIt. Sewer Ppe (`�YPe CC) i;PlattFor �p
<br /> i I Future Pun. I --- C nn
<br /> 2D HP Pump O o eetion - Detail
<br /> Concrete 1 -- 11 I P ( 1 o I A11
<br /> —'--�__I I Exi3+ing 60" Pipe A�t;�/`�`�'��' y- A �. !e"II
<br /> Location I e I =� U{, EMD DETAIL( ' flexible Steel r
<br /> No Scale II N BlairlSmi hs. Boker� .e
<br /> Discharge ® __ J " �,` / ---yl Approved Equal :, ; :e bar Screen Detail °
<br /> �� �� \ \ �I 1 I I Existing M.H. O` „'•br e
<br /> -il II e ' -----� I Existing 48'Conc.PipY. i �/03r n
<br /> \ \ I I Install IZ Pump I 1 „et
<br /> ,•,
<br /> II I Install '-36"p Alt; Sewer Pipe, Sta6 I Q° ;;; rt�'/
<br /> ► Connection Datail
<br /> -SI I Enistin 18"'Sanita Sewer To Pemain Elev. 6 kX
<br /> lTY7e B� See—Sump Plug Detail � --�--�- - - ---�— 9 '7 O Elev. 2 r 4 Nom.)Tapered KeY (`fYP)
<br /> - �-qr
<br /> 75
<br /> 1 I 1i1 Relocate SSLF NOTE - Rt5 Exist. Pumps-,)AChvp IrW5;and • _ _ _ _ _ _ Note
<br /> 1 I Exist Chain Link "
<br /> 1-- 1 1 1 Exisi-in 24' C.M.P. T IE�ll1_Gdl �4 �tylEfPl. �61d'ver if, > _ ._- -.. '9_•"' " : �: D : a Y r , Y 1I3' '00. Dimension 'A " As Per
<br /> F---� LLI Fence 9 `#Ni' irl6h a %09 ,'o;` ' o '� 5 x9. — - —Y2 x 6" J Hook @ 24"O.C. 2-0 13 k4, O 5-0 13Man ufa r'Sca
<br /> e
<br /> acture
<br /> I w r-�� PLAN No backfill around the sump shall tx Placed until - ,'; 1 :•; s „ I?ecommeitdations
<br /> 1 j I " „ a6lrr+he top deck is poured and is in Place. - - _ 25'
<br /> Scale : I �10.0 . _ . . . - - _ _ - - - - - - -
<br /> 'C I NEC710'I DETAIL e SECTION A-A
<br /> No Scale Scale, : Y4 I'0#
<br /> I'O"
<br /> f Top of Deck �- Elev. 23 -0-
<br /> TW
<br /> 3 a
<br /> TW O 3O'-6"
<br /> N
<br /> 9 Bars! 2'�a"O.C.�9'Ys` ZYz Clear 2=,,, 4/-0" 3/�p„ 4-0" S, 0" 4/-0Y 3 0 O„ 2�9,
<br /> .' � ,-� . .•p�` • See Mount Detail
<br /> O 3/L1/46 Rungs 0 1 °• Desk Elev:23.00
<br /> C nfrs. O Future
<br /> N0;9-
<br /> ote,: Manufactured Bar Stain �—
<br /> '" May Be 5ubstifu}ed As
<br /> I- ved ;
<br /> APPr° BYThe Engineer '' y :~�' ,
<br /> a Hole (Typ.) 3o ► ' .
<br /> 1Yr x e:
<br /> Fpe gr-ouf�. / N ' 3/8 Main Bar
<br /> a ?, ExponSior7 Shig/d lTy�.) h "►' 1 I I I e'�,•
<br /> O O 1
<br /> With rte 9'owff�ww �tsl and ts TYP� Go
<br /> , I ( I{ ' 19� Over'Flow Pipe.
<br /> Plain Washers
<br /> 2,k"x 3'a"x 0(AYStrap _- '- .��; 'RMPe'l I i Fump 2 I Rtmp 03 4
<br /> -e. in
<br /> - I I ►' O
<br /> INTS
<br /> 2Yz" x ata" Rails � R^t . " v7 „ ' 3-b"I •I••- 7'-07'--p" , " z
<br /> c
<br /> ' 7-77N-
<br /> Elev
<br /> e Elev. 3 ee
<br /> 4 p�
<br /> - A
<br /> _
<br /> 114
<br /> 2x4(Nom)Tapemd `
<br /> Floor ° .'� . EI¢v. 6e a- - - - a - - --
<br /> 7-0
<br /> On I3 zV
<br /> Flat- Washer Lock WasherL r "
<br /> _ - >3AQ SCREEN DETAIL ` y�Ns '-�" Z
<br /> LADDER DETAILS „ I BY ���- r �, , Nate : 1. Dimension "Y°and Mz"as Per Manufacturer's RecomoieMatian x
<br /> No Soak. I #ANGES _. "14/,01 - Z. Some Dimensions May Vary To Aecomodett The 5 eif�c Used As ApProued �r The ,neer z
<br /> Scale : I%2" = 19" Y r Pe Pump
<br /> E � SECTION B- B W
<br /> DRAWN BY
<br /> Scale : '/4"
<br /> DTE C " E . I X -� ET SHEET TOTAL
<br /> �•� 7 9-80 PROJECT ENGINEER GATE CHECKED DATE SUBMITTED GATE APPROVAL. RECOMMENDED DATE ��e,L �� ...,,, � rl'tirrT N0. SHEETS
<br /> �. ,,,�� 74 s s //P d ', 71A COUNTY OF SAN JOAQUIN SCALE :AS NOTE SUMP pETAIL PROJECT / 6 g
<br /> ROAD FILE INDEX No. UMAvvrr
<br /> E.D. /1. f1-o,jecf N0. 07- 0!- 01603
<br />
|