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HomeMy WebLinkAboutSWP2702959.26(3) N LL. (/) O 57 Lu z _... i ,.- i - �. �.XIST. C TYPE � �� f , ., *1 STORM DRAINAGE NOTES STA 21+34 ?4 L ; , I:., ` ; �'i" CL3 " "#::)L , f.-fn J_#I��.` 0 N 4 4" IA.�, '-_,_._ ` '' CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING AREA ,"�-,,,1�1�i,'-.1m, -"- ..I-.; ,-. I�, ''C/',""--!-A:�-:S.-:'1::..::-,l�'.lI.'.! ,,;,l.,-E�"-,,.,"-'-:,.-S 1.I"-,1.�-1.C.'.-3- .o-0%-.l. -,- ::I—�::.�..::.l-.l,j- B,I,I�,1'',- �:i��-i'��-��1. -2v—:::::.::,-�4:::7--0;.:::::::I:::41:� �.- .--....=... -I. -.—....1.*�.1..—1....I �-7�I-Q- 1--' .�-:1- I"l.,-.....1l2.,I, ..5(.'""_V���.V,r— .��--/ �'0 .lV..,1( ../., ,.1,i....1.,0,�-I Q11.-.�.1.—..1.1...1...-...4..1..1,1.-., .. 1."*, .......--.-'.-., :8. :.1....i—.....:1.i ,-� 1�-....:—.1�-1�-..�.—1--- 1..-JI...:.II1 ,�, "---..-.—. �C.-.::...:-.6,-2.:,.�-... B.1.1;-.::..—:...Il" +.i .1.-.-�...l..-."..:�-..:...-.�.�....-.-.N....:..:..;--�,.�..,-O�;--.,.:..—:..I- ...-;.' �I�'I 1a 1-,"7T:a.:..:., . L ,�-:I,-i�I,,,,::...:.::.:I i1� ,,,�— "I. .. , ., ,....*..:. : .\, RIM EL. 25.21. Fy 3� �= f �S y L 'XI 0 f ;1,',i R C�:.:()A ] "l;",R ` i-'l��s- INLET, CATCH BASIN, STORM DRAIN MANHOLE, OR SANITARY i..N::.:::.::::::::::::..i,.*.i...1O.,.I.:....—� ,.'..,-.;.I.:....,'� --,�-I1....:....—.,.4.."- A2FRO44Y9R" SPEIP 4E5ER EC of TI /N D PR -�. Pi, . ,,_. _ � i.?^.- p 1 , ; lI S_'� 13,,,,, 2 i . `'f' _L t. 3 £ Jai_ V Y /'• :I:: :. i 1 ,..� i... f" . \%' L.% I•'. X : �'..J 5..'. � IE 1$.26t 24" CONC. E s.. ` -; .. . ' it :.. ,.:. �/ %7.:x ``-~ �I`ST. C13 T`; -.y IE 20.40t 12" HDPE NE • 12 ..... •XI C HYPE 2 (4� [?Ire \ �......::.......... ; r. �^� SEWER MANHOLE. h °5 rl> ' / q / » / ! r` i9 F) :-, t:. ` r v> t % v� , LI L% t C .. t.,, . L...: A .,, k,p rr�� q ] n `J l: {♦.,"iJ:VI.' IL ! iJ.?8-4 N 8 C"MI"' :'�, 2.e:.,%.� % :L 3 :.. ,.�:I ltt I .♦..�:.... r, i'C; i t\'i!4/# �7L•+•,.�� Q i IE 18.26t 24�? coNc w f 1. ,."� i �W t ,,,9 mm �' L PROTECT EXISTING STORM PIPE OR CATCH f / ,.. v Y : ,c,`,,. .., .. �y ::.. # I'.... !. .. Ff L r„ f „ 1 `- I'J: t. \. ANC ;;: 19 29 (�`�I3ND �. I nl s , O CONTRACTOR SHAL -' - ,, T �� ,, ' °� t "�� `; +``, � �.` ff � r,'9n �. � ��•��� 7 �'�;;= , . � _ BASIN DURING CONSTRUCTION Y'(,i .NNI Lf) .Nt:3-&b.RCA : ff 1 } e-y na�.,, I :•"" rr'f iC,!11 2-'5.I��`'.,,,) S .,.. CL. �'?'Sf C..: ?.�I�V �_. .._.. 1�}, .+'fY' f Q3 CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN E _,- ,� f` t: .- „ CC `r. — S 7 STREET ' ; �, C N" 8 �9 ; : s %r i a - """".."I" .'�I . ,' _... �' ;`'` '- ," µ;; � ,` -,;.; H i Y ��^ "`` 5 PIPE TO NEW CATCH BASIN, VAULT, ACCESS RISER OR STORM . T I,�.. tin9 -' '; ' - ' __. _ M r ::` ' „ SOIL BORING TEST C.: 4' Y I i 4` 2 _; STA. 23+63, 2 L PIPE CONTRACTOR SHALL PROVIDE A GASKET AT THE L.F. 1 i ;:vl f-I € ,` ..__. u r",` f� , Jilt' ��:PL PIT 003 HWA) BH 5 _ CB N0. 45, TYPE 2 (54" DIA.) — — IPE �� HORIZONTAL P �i ; 1 3 �, , _, 3 PIPE TO CB CONNECTION TO REDUCE r, i / o ff— _y � _, '--- __.- ,..... i _., _ . 4f MOVEMENT FOR P C AND D.I. PIPES. C) I Sp 1 ! :, 5 ;' ;__ - =... v- 42C iI I8.27 _ ._ - __ I - ` ---� . �. III , - _- <_; w ,- (� -` _...m:. R.. ;;' ..... # �c0 12" �� NT CONCRETE PLUG IN r 4� T ®CONTRACTOR SHALL INSTALL PERMANE —r - _ _ �..,,, _ — _ _ _ CONC SD %4 i 5 r, ? -- - - .1 r `� �- t FF i� �' , an �NC D �. ,., J , d 4' �' EXISTING STO PIPE 1 W T RM DRAIN . ._, /,,, ,, 60 CON SD mm, �,,, ...., ,r ..r_„' .. r /. ..:-. /, .,. a ..., r . "" iA, .,r is / ,, ., :, r„ i ri,;, CAU I I ITY C NF CT CONTRACTOR TO S ,, „�i, , ,.., ,r _, ,,., to 5 TON POTENTIAL UT L 0 LI U ,,- ,�, �, r,�� 20 40 „fs w 0 ,x-: W "ETHAFOAM' PAD AS SEPARATION BETWEEN UTILITIES WHERE _ r 1 2 +00 r�` 5..........-..�___---___-__,,_-___,_ 23+00 to.....:.,.6....,... ,,-...__-._.-,.. � � r - __ __._.___ _...._.. - - _ � _ _ _ _ _ A ARATION IS L AN 6 , ©CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM C.,,.... ...... ,.. -- J .... 99 s 4 ..... _ _. _ q a9 'd trr .,._.-__.... ,, _.-..._-___...-__ �....... ..--._...... , f N_..._ _,.. I } 3 239�� .»-......-_.--....--.._.-„....-._,_,..___..-.-......_..._...._•. -,- _�.........-..---l----- I �,�,I' .. „, .,, _.. ... }... 29) � ....-„ N /� T CONTRACTOR SHALL MAINTAIN 8" MINIMUM HORIZON AL 7- k; ; =,A �`'T'`'�t IP 5 SEE CROSS SECTION 15 f ,,e SEPARATION BETWEEN CATCH BASIN AND GAS LINE. CONTRACTOR r, to t � -_ l__,_,,,_....!,..;.,;,,„, � ___ __,,._ ._._,. �:::::::::::::.-..:.._._._.,..._.,..__._......-._1.4,,.,.,_.„......,.,:::.:.....,,._.__,_.._.._._,_,__...............:...........::.........L....:............_.:................�......, i— SHALL IDENTIFY ANY SEPARATION LESS THAN 8 FOR REVIEW BY �� �:, cn ____ �_ _. .-:-:...1::::�.:::::::::- ....i..I.......- .�.,I....:'.I..-. _ _. :zi --.��, I....... .>�. Qr F \:�\.. __ a\\ �'�_ �` Q ILL EXISTING CATCH BASIN AND I . ..-....�.".\-..-. :...�.1.:...—.-.— —�—.X—A...,�.�-.�.—.:.I...:.....B.,,"r:,... '�... . -� .. ..I.— IIi.*...1...-.,. -i-...I.....'.!.�. I.........- �1; ,,.I..:1.....:..1 ..i.7,..-."...I.I-..:I'. _._ 7.____ r.,� .. _ .. _,_ _ �� _ . _ _. µme. CONNECT NEW STORM ODDRAINR _--...1__-'___ ....... . �s:. .._.. 0 _ F- / i � I tr ,, � , `� _ .,_, 4,....... ,It'.,; �_ F t) .. i:;}.._,..Lv�i...; % TT g ROVIDE _a EXIST, C� : I'I � _ w Q 1 � 2„ J `` 1 ♦ i1,i -� -I ] 'A i rfr ,"\ � � A HO A P .A.� —.11�--....—:..... '.\= -.�.-..-..:i.....4 .. .. . I . E--;i, i �4 s 1 NC 1i= � 1. 2± - ,,�. ? WATERTIGHT CONNECTION BETWEENO STRUCOTU ENAND PIPIE. `Al �' ; ' I..� I ,.� .,yt .§ ,; { <'` C3I<1 �. _ �,_ .._$�' � I'd r' - ,. I'. :'I Iw XI W I", ;_.l Ft''` , E. 1 3 �.__1 `` � l,. , ICI �rx"` A ._ 23a � 1 . µ __ ------ - CONTRACTOR SHALL MAINTAIN 12 MINIMUM HORIZONTAL t ., C ' ,3 r ,` ff `t 1� ;...........SSIMH 5319_17 •.•.. r (--)._...�.._.. .-""..... -"""- �---- -- I �, \',� SEPARATION BETWEEN CATCH BASIN AND WATER LINE. �' 9 '--- "I \\:-�-- CONTRACTOR SHALL IDENTIFY ANY SEPARATION LESS THAN 12" '� ; : I i [.� ("� 1 FOR REVIEW BY CITY. - \ ti „„ -��` ` � !:wl I` 11 CONTRACTOR SHALL FIELD VERIFY DEPTH OF EXISTING STORM 'spa 8,f I..711�`, Ir "Q.`�^`'7 `: PIPE PRIOR TO INSTALLATION OF CATCH BASIN. © CONTRACTOR SHALL EXCAVATE AROUND ALL SIDES OF EXIST. CATCH BASIN WHEN MAKING CONNECTION TO AVOID UNBALANCED 1— SOIL LOADING. .11,1111,....... .1.•I.....I....'' ......••.•....•. �71- ........ ................. .•....II—I1... .....,•........II :,:,:,:,:,:,:,:.. ................• ...♦......♦.•.... ................. ..............•.. .♦......•........ .♦.♦.♦.....♦':.. .................I ................. ...♦............. ......•.1........ .............•... .♦•...•.......... .........•...♦... .... I.....: '•..•...I.':'...Ii.1..':'.......•1 ..... .. ..... ...I..... ...I..... .......•. I....I... .. I ...... ...I..... —I1.1 .I1 ...I ..... ......... ........• '�I:.........,.—.i..i.C...I:...I....:.,......O.. :::::.::::::::..::::::::::::: CONTRACTOR SHALL FILL EXISTING PIPE PENETRATION WITH WIRE —.. . ,,. •.. ..1. ::: ..... ...♦.. •....... .......• .......II.I...... .,I...�I.........'........-......'........—.....,.,.........1....-.,.I,....1........ :::::::::::I::.:::I....I::.:::::, ...I.......I.....:..:I..&... .I............:.:I.. .. :::.:::::::::::::::..:::::.:::::::::::::::::1, • . 1 .... .. . r . • .. .... I ♦ • . ........ • . 1 . ,r . ...... • . • ... MESH AND 4,000 PSI PORTLAND CEMENT CONCRETE FOLLOWING £,,1. .• E. ..... :fir....•... .1......I..♦.I II1... ...... ..: , •.••••••• ......... .. .. .. ...... .••...... ......♦.. ..•..... ...•. .. ....... ... I...I....•. ..•.•.... INSTALLATION OF NEW SD PIPE. ••...... I..II.... ...•••... .♦...-:. r-'L. ....•r •....•.:, ..•.e r ,r r �:.. ...I..• • •♦♦r• •♦♦I•• ............... ........ .. , .c...... ....::':: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: ::::::::: c�.�,a..e. •111•. ....I.... .....II 30 .....:-, 1-•. i):,;�..c).•...1 .• . .�. .u,.I.•. ........• .im....♦. ...••. ...•..... ........ ..-.1..-... 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CONDUIT PASSES THROUGH 25 � ,� x ,�� �%c �� •r•r• ...I1.•..—...I•.r r•rr••• :W•♦••♦r .♦......r .I•...♦♦.:•• O25 1..1...............1.1...1.1........•••..........♦........................................•...... rf,;....•.1.•.......1....♦.,.1........1............1.1......••....... } �.x's,�r��r .:.........:...•. ..III.... •.rrr•... •..I..... ........ .. . 1 a ` :('...... ......... ........ EXIST. 24 CMP SD PIPE. ..•.•..1 I....• .• .. ..1.. ....... ..•...•.. ........ .......• ........r ' CONTRACTOR SHALL .. . ..1:•.. ::::::•:: ::::::.•• } :::::, ... I..♦. 11•.•.... .e.•• ....... ....♦ : 1. ....I... W• ::•• , a,. :: .••.1111 ....... ....•.... ...I...•. ......1.. 1.♦...... . .1.I— .•..•. .•.I...•. ::: 3.1... `yr C,^-t a 5£�•t • • • • . ♦ • .... " ...... ..... • • . • ......... ..... • • .. .. 1 ...... .. • . 1 ' 0 ' �+,"''1' Yj'y.4" CONC ��� ' [/�1��J■.1 SCHEDULE RELOCATION WITH • . • . . • . . • • . . . • . • . • • • r . # : fLl•1 >: :• ' V' R/ : ♦' : • • r . r • e • A ♦, : ^a' 'i- r-„-T� : 1�' • • • ♦ . . . . . • . . . . . ♦ ♦ ♦ . . . r + UTILITY COMPANY. ✓ .M ...... ........ .....♦.II • . . . • . • . . . . . . . . I . • . • • • . . • . . . . . 1 . • . . . . . . . . . . • . . • A 1 • . • . • . . . . . . . . . . . . . . . . . . 20 cv 0 #, ......... . r ,..-.. :. .:.:. .... .. .. ..: :;::.' , /,:..::. :;:: -::-. : ,.• ::::1 r ,:W A { ,L ,✓:, r Ir L r { 1 ir{ , :i{r W. A. %': , 'L, { , -:,ti . A r r,l 1 '4 A f:. • • rR • r r r": -,".: A, f , ':,:♦ '�� G,-.f:, 1, L , r { :. .,. ,.. s:,_.1 ., ,:4...r,. A.,. 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