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HomeMy WebLinkAbout1834-40 - - Z - A bee's- 4*6.e.- 1 y - m,,y,. . .' - �� 1111 "Ow t / • for ovo•f sib ffrA�N , / A b«s ��----- - - - ---� 'A _ ♦ esda� - A - tet�h oeein pl��r►. 12-39 S *� ` _ -- }� +, !a ,e~ I 1 / f*ptpt to 4 2- a 0 6 t y . _catch eosin n Der 111111. -- •II i ! -.. rr See -llslt f -_ ~1�-s"..•.-4 -4es 4" WW90r OW �tNdf E"A"- �' A9-i !--_ .! . -w concr4-, NM �wTsc�s w concrete 4W y_�- w- . Na�N'iNhew Belch hee►n lsfls / Ser 2 420-C-?Ocx� cunt ! _ r _ - - -- t' / 1 _ iA 4 G e to N , Moveed es of 1 t on f of hex the ; / 4 - � � i � �" M�Ilus NQT �' � vt" i i� eM«•.�.r s '1 t _ or C p! a / N Ntnie� nye' i a en,;osri� est when ►Hurt - _'� M P ► ' ' I _ - ' re formed throe floor of _ ,�= '��?� A.C. iped4l / - .� t a bo:in and op 1 bene. ear than on of -_ II _ - le rt•Larr.r.: '. bM /I/'s Desi` - _ _ �, \ j ' 1 - ` } cetch slob 0l .0 ' a of pipe a ►sitused M -y ' 1. All e�rruwllre nn!llel /Ipo 111d .Attlll� shell be oelre111iw/ ` pow t bedding.` - _ - See Note 4- , ► ,OoeRfib Mill+ _ > ` - ' Q, y --L= - - — j A bmf Alpo ,• I " •! i• " s A wise �, .'' ©420-C 2000 _•f► , ' •' t • - - R.0 8 ax ' • A Matt be shown ell aid shill be botwown 4!P end 9M. end A shoo b• II! C or testy. a; A bora- �l _ concrete s ► . �; • t Ang>f /'tea I eelepeKe _, Bene • e 4 - -� ground �ECT14M 9 • exrwpected '-2-A 6trs 4 fo rek me ' - r ` ••` in �' Metl,t�l SBD !► M ne Ccs• shell 1110 erfsMe dMwtlel« eM the sin! Inift pipe fxCeld . unc , N pieced under cut b«6 one on _ f-� t she" 00 �•rw AN d"slt t s ► f w 44111, Ilet6 7. erne -hen the in•ids diameter of tore man stoslrtll drshl . �- IaackfiN • y FN J i. . fop a uelcuf hers in boM•R>+ I • i - by epos- - -- - - . of top 6166. Omit b•rs that %11 • Iet1 • SECTION EAE • a. K Ante 6 Is 45 Ileus w less, am Case 1. M Angle 0 wAm CAS I SECTI �hA1 CASE 2 iMeeiMells. 1SECTIOM S -S eersr aid•weNs. �4• .. •' o . t • ► ------ . - •` _ • � bte�y � � groat: fAen 49 de4roos, use Coss 2. r. Two w 1116 � sew we>w1�1 hlMwlwrrl� dlse+i, I r a1�. ae iv%_ F s wwt Mfw m doe" mi -•NI. l -►--- - - -- --- - __ M11MMu►bw/ e«f�11- _ ' sea-o-oe ' on. beef rwrtfee -_ -- � Owter *0 of shlle i1VW Aeti be an reccurs of mom ,tome+ drain ,�,* � swam le -+ere" w. PON" ww. 1 1 _ _ _ - <'CT �A, except where Elevation S N shown on project drawings. • fd s � Nomr PW t - , , / +.' !A The tr♦snAlg M�I!~e fh! rintln sMrrin elrrllln shell w tM •�rtslMe el•n+etw i / i \ �i ,` 1 .0 � t+ ; ( E of the inlet pipe pbs t" •r 3" Iwaxirelunl. 1w, --fte"and64"s Of tam I' 4 s ■ e �Son 0• . I SI =C - >�00 _. _ -- -' 'w " !""wM'r" i� _ _. _ -Cut hers t• t O.ailtRt rlltll /IrlRfllllrll► 1 mom, rwe sect' /elllatw .rr 6116». w w.•oslt f ASN M�. E� %i' i clear d i Gof1+c►!te flew, i i ►C. / ¢ t►. s T' for ell: 1w1.t, sd' lLi.•E•.. i Ale ars c!6! _ / ' . -=-was i• t' _--=,� : =i -- S4- ' ' ; ` ��i'EF: OC,6k 4 .�T1�. PY.�I►N . /✓�",� A *5040'0e be SECTION D -D► --I T r -s• T SECTION C C drew of I►of! - j ( IIs611rrrs+h eeaa+see _- /--- - . IECTIdtr A -•A - CASE - or - -- , A bei..+_- - _- S TOP SLAB ENTRANCE O.a Mme-- i a ilMei llrtlC'11R! PLAN D• 30" OR LESS BetIr1M1 Min' - - tt iJ 'GENERAL NOTEV CASE I- !TEAM SUPPORT CASE 2 - COLlJ " SiJPPCJRT C'oneretto D• 34' Qii LESS D■13O'' OA IES, FOR C.M.P. ��i/C 1� D ''1' ~� encasement I. -MENQMT N (in See. A -A am Sec. 9- 10 001 be ad Im Mon 4=d; IMA oneiyr be werrrs�wd e#t option of the Engineer provided that Me value of M tinned he not less tAan 01.30' OR LESS FOR R.C.0 OR C.P. fele minimum specified and that the reducer shall M used For M (in Sea. C -C 1 TOTE as Note 4. All corrugofed IMvel pipe end nitirl�t sh+sA Ino �h►esi2td. :6611 r IDETAIL _ _ ` -- -.��; 2• - LENGTH L shall be 4''br144% of 20"or less and 58for frA t ~Paolo lMlltl 20"untm othdrw! an h"Pavwfrlrttt phi. 2 Use Junction Structure No.l where i at i � �h M e s :e 1111et pipe wreese#ll dlilaelt6lone g/ven NeMs � (May be Increased o malt. of (11 one foot at each end to ween pipe Binds. Continue 4 of 4 0. c. 3 Unless otherwise specified Case 2 serppert Mote b• weed .,'A S• -SHAFT steed be constructed as per Sec. C -C and Detail N w hen e�ept% M from otrtef gram too top 4. E 1."S" shed N specified on project drwing6 o>lMy a11o•o tslp I pipe is lifer• 1111111 12' JUNCTION--.-ISTRUCTU R ECTION - - of box is less then 2-101/2. fat. paved strotts or 3-6 fear enptved streeh (below soffit of baa.., 4 • - DE PT`M M may be reduced to to etesolltts ii m it of C when I erg« vOm of M wwlld refire M W. S a) - N 0 ft.- _ �I tin Soc. C -C) so 3'-4" or less. , I - T 1 *40 be, •" for valva cif M op Err tad Ines %Wbl • I T Melt be ld" Idr 16%49 of M e•►s►r E'• �I T. 3. �� � � '����' .y • - stEN'! tt►atl be fit" reread gMrs�nt�ed :Mti tell o1lCtaofor net Fess tNlea �~ iM the lath K rMMtw�tf� :1111 sAa�ll plejliait { a min. of 4 Inches ill ow point of esmDeQTtnent. Unless otherwise dwwn, tfleps shall be placed 1 - 4 on center. The lomat step Sha I I not be wore than 2 above the ledge of the side of ITnanbole f loot•. JoSelNO. I _ 7--REIN'irORCENi STEEL s1•tl be * 4 den , �etfbrrnN, strotg1111isrs I V2" elil0r frs•n Iret of concrete. N•T. 6'. 4L - ST`N1`IO" of Inenhels�s 90em oft Imp evo�A p0m op* d Cheer fMe of sitdR. _IL FLOOR of lrlollftofll OP4 NQ -!!/1165'~ 1tlldtllc+tr, �tld p� 1666 ec�cawl sAaf't 611011 be ItWr11d In Ir! A10f110r :Pell ly ,I�iP!! r t�V' I/`•4� _ ... _ _._ _ . _ _ _ __ pointe or wiped oho . d iaaids 1►t M1" Ti1111` ' S AFL 11. -LII Miall be Ir "" 1" !" ptr fete. , �d�r �►" r��rf-r. --�.. Pl'!"DYrO�' JLOTR r1Nt'Xffl •• f l! 7 SUPP�IrT w ' ....•-.- s[e/L� � %� tfei A'hl►/ly5l�� -- PLD. j 1116 � � lhrllw�lrs ere 4! «.terse, ' r +and Inlet diameters of 30" « Iso,. • "7714!: M'fLliAV N i .. �rYi ► W �`'° .fTEE� �4r� �/i 1si,�I wECsO.i� -s'1"v � /IPEI�' . ocArAm snp. /-*/0,) N ,0WC.1O.Ps , FULL Are Z A ` l�3i.IYL �i4►' � � /ML Er ,�1/D�O� � ,� � � • � _ ETAILNO.a. �rEE� SrEP� 1/00" �� �.1fL 1X.I�Y1' 1 rA! �.M-4Y SE /N .,fMV i�YA&4 � -- •'' r N. T, S AA"*V/" A17 7,? �Z - • 4 ^M reerA0W def' A/4F"0liolr Jd/NT SEDO/A" D' 'rfr O/,I. sr/ �C,rU� • R AR • t�• O/A. ,Iw7yK uAlcE / .efiPOlJNO f'/©Gr'. � .......• . ' �.I1�di �"C.�Y.IT/APV 7!! • o GATE •s1,><E/1lsJ"I'V�E�P�4�f/TTED + OU^1b�1'T AZT T ' . 5 D 61FDOIAPIS 1.4 . A1,0 sc,�� E e ius �t� 4n - Aft1wr A� i • Nor. 101-4. &WI-IfRodw 44,40 mom "me 4' fD PY�3 LE.7e5 Tf/fiN.�''bwt1. //t✓ NO �SE AWt.,L /rdE Llfl 1, srtstlls ae+ slwu E aelNl * w tale, 116. sit► Iw.'a tlltl11�1 7W "/* QEtDI►y.4&YA!U AP mil AF t 4 "' r4/ OF Ev�PC► �// % t �"E/'V�/t/! ► ��%�� MM PIEC FI ,RAVEL, GR ar ra GRAYED 1 THE As 1Mr of SPECIFIED al OTIIERIIISE APr'AOVED w TMIE ENGINEER. 11R IS1x1nNt a� NO SCALE SIZE Look a GRAVEL S+MLL n No. ) FOR FIFE 270 w DIAIETER 4 AM LARGER, AND NO. E FOR PIPE 11MllE11 TWIN 210 IN DIAMETER. 111=1 ee "a rtN A M r111M1� so am f • NWING •N SNM.L E COWOSO OF SAM ON Of AR &V*M AIk 11PE. TraE OF SHIES• AIS K NTrei st1 fe S , l MTER I AL As MT w SPEC l i I ® al OMEIIM I SE A1TIIotlED BY TIS !'PIIO w w TIM "Iwo,. �d►lt frr JW luted r /'/PE oelcre+Es1 Ale >wLL DE ooMnETto n11o1 To ruclNe DALAI •i MlCtci 14t. t. GMK= s"O A1w tMl ILL MilHH Pit herb 11ftM 1.N ' • , . • Jt !,Mf _J/FEL ^M,%e'r1eW A4W t 4rEEL �jotA/r -fA0 /►E /�t✓1r.ItL ' • . • t EMSEOOEO �",�r E.IL�/ E.�Vf - he me N rrltt of" tN SIrILL IA tt tittle 111061 we - 1' �!//wPDPT IOC 101 S/S/.IL L dE !/m1,o0W WL I' _T^fCe,0 S!/T M7r ri7 IRLtIMtNDc so FOR PIPE Oe• 0 LEss IN DINVER, W me x E.I'CEEO 7' OW CZWrE.f, rcpt ss• to MGG• IIICLtrslVt III oIANETeI Ale tt• FGA PIPE sl/��RT PICT S'//•ILL SE ./'[I�/•LMd�!"�I 1M11111 T"M W" II Dift"ER. THEK oilens►a$ war ru�ci s 615E L Ile . ,el►s'�EO EOv�1L . S>ICLIDE THE TltlldcNESS o1F Allr 51EET►1IG, j t 1rEEC /'r.•/TE S.�f.ILL �E .IAC s✓..r�ld►,!•,Ir ft"XirVpltY ,,►- �!i♦ O•r e. .TORE ooVEn la top ale LESS, ■w MCAsuilEo A>. flet 10► w ,�MOf'POY'EO EQU.�►G. ►IPE MMT E Alec o1IMIS101 SWAIN TWMI TW A064 1. �f'OTE�T/ON Si/.� JA/.•ILL dE .•IL /yP'.•/.NdiC.I SFECIFIEO 000!NM, UWE$$ e1TNEMIX SPECIFIED all TtIR ' ` _ � /il'iTi�f ,IL,�,/.,Ii!lSR.•M .I- /671 ENO ,/,yfiyt,7its OE .�I�O.�/'L�O fOU.el4 FlO,lECT srlwiNGs. t. IoIEIIE Lova Is Was TIMI we w' Il'AIMIIs Ili we 11t NO S�.4L • Tie PIPs OWL lar K W&Arw WM 1M FBM PIPs IDG• w DINETE►t at LESS, all Tr FOR Port ow W- M _ NAIR!" w1,9" THE Ar Ina DMI tWIN y lwDtrlOts CASE 1 smollw ell $TR011/E11 Fort. betel �I�• `i-` I or e1/E/IS Ia11S IIIOUDE TSE TIIM en e1F Alrr NUT IN� ' - D.�!' ,��'1 El ,,1► is"�E�Y oirrrc E � /Y/'!f E.r'rE�tr/s• SJ!„TEE r lo /wr0 armee .•/^eau .woo .f v-eA4FAP t DETAIL do. R. �. R SEDD'ING ''��'► S 10.4,; ''/OPV ,•I S 5.�,/ON�/V Ole .160 N//SPE MESM da . o QROI[ ESSt41, p�yq� G' 4' oEP� s1�N eA E•r'/1�lNsKlN� t MAW "610 f 440 � vicar � ,�'�►�I s� � � � � ��� � .o�•Ps o Jit t>� - _ - -- - - -►• - - - - - - - - - g 'FTE Of CAUt�� `---- _.___ CITY OF FCALIFORNIA !< <4rE.!' L�.�S Id 1WWAV4 F"Oe;t� ®AOV65) er --- PUBLIC WORKS DEPARTMENT- SCALE:DE �� s �s co�.vrr�'�tiC �.lE%'� � DRAWN BYTORM DRABN CATCH BASIN DROP INLET,YPE B►.N • '�SNORIZ• I =40 8170 REDHILL AVENUE COSTA MESA, CA 92626-3426 (714) 641-8777 DESIGNED DETAIL'SHEET'N. N.T.S. PL YERT.. I 4 CIVIL ENGINEERrNG LAND PLANNING L.AN SURVEYING CHECKED BY DATE: .. _ PREPARED UNDER THE SUPERVISION OF: JCH V ICL APG OF HERI • JOB NO. y• DR. NOL SHT• NO. Lwi ' I �� • �ee°i APPROVED ai''s-''al's ra/e/�} NO. REVIS IONS ENG S. DATE CITY DATE X826- ��' 4 OF 4 JOHN C. HOGAN R.C. R.C.E. 2622 ATE INTERIM CITY ENGINEER R.C.E. 5126