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HomeMy WebLinkAbout2106-8-- ----- - -- - _ - F/vtte/1 anchor .sufficient lo prevent turning - I, std 1 ally wro&Vhf • � \�•' ; stn/ pipe / If, x Ps"Brost! o/© .� / ♦ / ''stain/IwPB lfse/ Go/v. Bar , __ _ 'To o7toh Basis, �ocklt ser screw See No tors r 1 1 •fir A. of* 'IV . % . . 1 , ,�"^!-NOTE: Bross or stainless -1 �r 1 .% steel socket set screw 1 • on inside o/ Colch •� ,'� (01, 11 Std. 6a/v. Wiou9ht Slee/ toe /in " " ar • s P f " I10 I ('Dr-/// and 1'0,0 for a X I brass � Ca1v�ling %fit envy over entire /en9/h. or stoin/sss stet/ socket ,setscrew For Protection Bar,- / o{non - toP eisd S!d Pipe thread) ten tared vr� the coaP✓in9. Spacing Data, see Dwg. No. 2-02.72 I DETAIL OF ANCHOR or -To of CO/Ch Basin `- ------ o -��- - - SECTION SHOWING LOCATION OF A �� ' .See Note 2 ^ Bo/1 ,Scspporl per Ottq Mo -0232 A ANCHOR AT WALL OF CATCH BASIN - ELEVATION _.. FLOW •a•' - Nolo- ----- --- - - -- -- --- b.• ° ., X w LenyM "X w Le. enter /h- - - - 4 ". 15 -See Note 2 ' SECTION A -A See No FLOW "W" (incl.) AVUBER OF NUMBER AF SUPPORT y'LENGTHS BOLTS S' to l0' I 2 !0' 1015' 2 3 15' to 20' 20' to 25' 3 4 4 5 25'to30' 5 6 NOTES: SUPERSEDES DRAWING OF THE SAME NUMBER DATED OCT. 1952. /. All bars shall beGaly, hot -rolled steel per A. S. T. M. Designation A- 36 Bar /eNW !P? shall not exceed 2l, and shall be cul to til in field. When /s over' 2l , protection bar shall consist of two or more sections depending upon length of basin Location of special support bars and additional Q brossz socket set screw shall be determined by the Engineer In the field. 2. Install coupling of downstream end of catch bosJn opening. A Supersedes Drawing of some number doted Aug 5, 58 (Rev./O -__Superseded- - by -drawing - of - the-:-sane-number_=doivd -.:_ REFERENCES �_ r i TABLED VALUE YAM" �r 2 -OZ3Z ,� 7J � "Its 3 r arlA- /M�AyMMA REMOVABLE 0_�/ Zn //-/67" Beet srCcJ til et sc acrorbor •w PROTECTION BAR. 03 /4 lr a,>fF A �Urljd FOR CATCH BASINS Ir-A,:I%�I�•i:r17 3 AB i 4 24 A►►wuvs,.. �, �w �eMwMcca UBIdITTEO 8Y c.w. H. reu,YYtva aT G. F CA_. EL.'S r w1411 � s II - nc. 2 - D 17 5 /0Jw /l f -- I.,V,Sr1N lMilwfEwlUtSIGN`- REFERENCES REVISIONS LOS ANGELES COUNTY FLOOD CONTROL DISTRICT TABLED VALUE YAM" 4410/ uracwrrr.uw 2 -OZ3Z ks -21-69 "Its 3 6 ,Frv,ord Note REMOVABLE 0_�/ Zn //-/67" Beet srCcJ til et sc acrorbor •w PROTECTION BAR. 03 /4 •4 4IF + jig FOR CATCH BASINS • 4 d N 3 AB i 4 24 A►►wuvs,.. �, �w �eMwMcca UBIdITTEO 8Y c.w. H. reu,YYtva aT G. F CA_. 03 I owrE - nc. 2 - D 17 5 /0Jw /l f -- I.,V,Sr1N lMilwfEwlUtSIGN`- #3024 5- 15 � J ----r-- NOTE S T ` i *I I TOP SLAB REINFORCEMENT; Tqo sAai ttN/ iso i I vi , .. For detailing of required stsel,sse Catch Basin Standard Drawings I For dimension'b• greater than 4 ft.,ses the special design of the top ec/ - slab reinforcement shown on the required structural plan. 1 2 WALL AND FLOOR REINFORCEMENT, 1 t " 2•S J The indicated reinforcing steel applies to Catch Basin Standard I - A Drawings No. 2-D101,109.160,162.163,164,170.195,2491 and.2.and 471. I ' All catch basins constructed on streets designated as Slate t ,: Highways shall Include the reinforcing sleel shown on this - --sr�-�r rye-�•' drawing. Catch basins constructed on streefsnot designated as State WALL AND FLOOR STEEL CTION I Highways under the following conditions require wall and �i'H_B�,FI1�l REIMfORCEAI��IT-"W"/O /4rj/A /. floor steel reinforcement: t Basin t�enilt2 iW,Cor SBasin _Depth (K! To 7 feet (Incl.) 10 feet or more 7 to 14 fosf(incl.) 7 feet or roofs -V (ft 1 fRGWT WALL EA12 WALL Tqp =toe s111w1, sora no - - - 14 to 21 (es t l incl l 6 test or more „___` _._ over 21 lost All 1 WAR WALL STEEL T � � `..-`��-- _ ----' -�. 3 St L! Wil` 'p'~ 10 Melt A �s D , � JT I % 2"a - Steel reinforeamer,t shalt be per Standard Growing No. 2-0171. 1 JO offs arsE Steel to concrete surface. end clearance, shall be II inches. - A. b--- --- •+►30 s Valley type invert shown by dashed line to Section, required 4 1 8 e 3 0 20�- 3�p � 0 f/4It yl I t �' #5 bowl t�JQ / 1012• when connector pips is aligned to end wall of a catch basin. _ I .�� / c� " .�� -- 4 i.34" t XI I ( 10 J?• ?Z•/ -- i For the assign of catch basins with a V•depf h ssecsedlnq 6 T " 4 9 /T .T� _ --- j /4 I 1 r r �a►sB ; 12 lost. see the required structural plans. f _.__ _ I l I - a" �C � I 4 /.�� - � - '!2/ •33 /4" 1 1 1 I j ® No 4 bars art" be used in lieu of No 3 bars •/ / iI ' I as follows, Id / / or _4 d /s''- ,QIP" -_ : 3 ll'r I''I fo / / /0 15 _ - s e•� /l/l " :tit _.. _ - - r' •' ---- - -- At .4 for 4bolrt -� SECTION 2 to 240 WALL AND FLOOR STEEL -� _ [Cd..#AS/,NFQR4ffI l�T="W GR£AT£R_ PJ/AN 14, TABLED t ALTERNATE TABLED VALUE ALTERNATE 0J a 2 04 02.- runty "Its 3 6 e4 :O .13 0_�/ di 3 0 6 4 4 0 /? 03 /4 •4 4IF + jig 7 • 4 d N 3 AB i 4 24 0540- 4 4 & w'6 03 I 0 4 dF 24' + 3 a T3 /0Jw /l 4r 44110 Ir 4 4-- #3024 0 4 41 24' 1 -- SUPERSEDES drawing of some number doted July 1952 - I- -- - - --TS. •"oris I F _ i. LOS ANGELES COUNTY REINFORCEMENTCTI01N 2, 0 14t REVISIOM "AM art. errcrnrrrew - - V(f1.1 "fi E'ND ro t WALL S_T_EEL "'"" 1n BARS G _ 4 _6 "3� 6"___- e B �♦ �S s" -_ B /2 /0 FLOOD CONTROL- DISTRICT - 1 b Vi ?-c/ CATCH BASIN REINFORCEMENT ......... 11 tt}rg . res.uwa• q, AWO C 6O* AND 4 i ;i A•c•rrrMws sr 6AR! ALUMATE N= _C - les ... T coat Wpv.. 3• -�---- ---•- ` -}�"-- Bore 6 wr►woveo or �.j �- /"s•3 �f cower ewawuap GRATING`DASIN REIf•IFORCEMENT WALE DATE DWG. NO. 2-DI72 C,WH• NONE 5-15-'68 4nsrT I or 1 M ' 1 • -r .-Dowel ; -I Dowel. - ----�- - 'Anchor per D' r �' _ ' •-I .?a• : • No. 2-0232 1 1 Z_ �� � M >}u, '•. _ � Rein!. per Dwq ' f No 2-D232 r - - ' - 3" Rod. r i � r 1'- �• I f 1 , ILL 111 ` -it- -3'Rad. f -Dowel per Detail • 1 1 fit' • •� -4` Rod. -Dowel =N Anchor-,' .r 1- - -Curb TOP SLAB - STRUCTURAL PLAN From• and Cover per �f)owel Face Plate and Opening Dw9. No. 2.0156ti r er Ow No. 2-0232 ► , ,Anchor , P g• ---------------r 1 ,f • ' .: r •'y1 a •rawer l -.,r-= ;i•b 1 +I �.r-I-Street or ...J wo , I • Protection BW per ,; ,L'- ---1-7 -_ @ L D surface awl - . 1, Dwg. No. 2-D175 ,f� -�_ T 2-D232'---- , �- --- ; -•3 or4 bars, 4req'd 1 • „ r 3• Rod., .-Alternate connections >I__D-- �- 1 J Slop per Dwq. No. •� a Dwg. No 2.0224, 2.096 and Note S I • ' 1 1 j Slope • 30 oul14t1 from► - - -- , 04 11 •.90' 90,% all directions , i 1 _ __ Subgrade l - ) .r _ 0ptlonol ._� ► I DETAIL OF DOWEL UPI --I REVISIONS - H - raww pare DmKOOPIM a SECTION A -A - •s �. is" N � f . M• •I ,1.,, w'/1'�-sll.slt - OwH. G J P. C W it BASIS OF BEARINGS: - S890 49'00" W FOR � OF HIGHLAND AVE. PER TRACT 3348, M.B. 47-14 SAN BERNARDINO COUNTY RECORDS. Underground Service Alert Call: TOLL FREE 1 - 800 422 - 4133 TWO WORKING DAYS BEFORE YOU DIG NOTES 1 COtWdECTON 111_PE Locate pipe on any alignment around the walls of the basin as shuwn on the general plan Pipe shall be Irommed b the final shape and length belore the placement or concrete 2 CONCRETE Design, go : 3,000 p s I compressae sloo4th at 28 days Floor of the basin Vias slope from as wools b the outlet and st I be gwen a sleet -troweled surface finish Curvature of the %A rind sods wast of the yeller opt" Sheol be lamed by curved forms Surloce of ON exposed concrete sloe conform n slope, grade. cola, and finish to the existing, a. proposed, cub and wr A adjacent to the basin. 3 NEINFOtICEMENT: I SW Dwq Nu 2-01/1 1 lA Top Slob - No 3 a No 4 bus regtmed as sauced an the Slrucklral Plan. Wass ant Flag - As required by Slandard Orth," No. 2-0172 4 01KNSIONS Comb loco of catch basin opemroE x,sl C F t ll) sholl be os requrad by Slondard Ikuwrlgs Nos a-068, 2-D41S, or as shown on the genetuf titan V■ S-f;'.IrG,nches,und b! 3'-2.',anwess otherwise stlown S SII I'S (Shf hwy No 2.0%) - V to 3. 0"(1111 1 1 place ane sin, W •„ hes ubove the floor of NIe twtsn V over S' U" pace steps U1 1a' rxto intervals from the Moor of the bun with the lop step of 12 rKheS (nwwrain 1 below Ifre top S•• Ince of NV lap slob S vpersedes drawing of the some number dated A19L A 1 /930 LOS ANGELES COUNTY FLOOD CONTROL DISTRICT CATCH BASIN NO. 1 PLAN, SECTION, AND DETAILS CA •wwi•M sssaruss• ,••- . w r amts. wv w►roorao ori � - •war no SCALIE DATE DWG. NO. 2- D f NONE S -IS -'68 twaeT I of I 0 /-- E bars -Z oboes and / 2 blow Opening. /I T / 12'ntis: -�--3• Radws- (See "N 31. barest: womh N 1C\ �E brors-? abOn1 orad 2 blow gOwwpl � �If 4 0 /B•aa Ar CAasw. . �C bars. PLAN CORNER CONNECTION D bars -2 o0ow and d 9 \ 2 heAm opini/p. / Ad - / /See nate 31-7 � 1- (set /hoar S\ Y/ 4/ 11 ,</ i 5 r \X \ / PLAN SIDE' CONNECTION / � W 4 • Wit c. or Codi �- C bars. -#4 B /a"aa of C bws.--\ t cAsser 8 T C bars barsE REVISIONS LOS ANGELES COUNTY FLOOD CONTROL DISTRICT runty "Its asectot"iow 12' 4- e � 4e 7'/z' `O h � to ; 0 Q -7-68 /-/4-7/ Revised/Nodi S(C) RrvisF r JVVh SO(C) CONNECTION TO CATCH BASIN FOR PIPES 12 INCHES THROUGH 72 INCHES FLOOD CONTROL- DISTRICT - 1 b Vi ?-c/ CATCH BASIN REINFORCEMENT ......... 11 tt}rg . res.uwa• q, AWO C 6O* AND 4 i ;i A•c•rrrMws sr 6AR! ALUMATE N= _C - les ... T coat Wpv.. 3• -�---- ---•- ` -}�"-- Bore 6 wr►woveo or �.j �- /"s•3 �f cower ewawuap GRATING`DASIN REIf•IFORCEMENT WALE DATE DWG. NO. 2-DI72 C,WH• NONE 5-15-'68 4nsrT I or 1 M ' 1 • -r .-Dowel ; -I Dowel. - ----�- - 'Anchor per D' r �' _ ' •-I .?a• : • No. 2-0232 1 1 Z_ �� � M >}u, '•. _ � Rein!. per Dwq ' f No 2-D232 r - - ' - 3" Rod. r i � r 1'- �• I f 1 , ILL 111 ` -it- -3'Rad. f -Dowel per Detail • 1 1 fit' • •� -4` Rod. -Dowel =N Anchor-,' .r 1- - -Curb TOP SLAB - STRUCTURAL PLAN From• and Cover per �f)owel Face Plate and Opening Dw9. No. 2.0156ti r er Ow No. 2-0232 ► , ,Anchor , P g• ---------------r 1 ,f • ' .: r •'y1 a •rawer l -.,r-= ;i•b 1 +I �.r-I-Street or ...J wo , I • Protection BW per ,; ,L'- ---1-7 -_ @ L D surface awl - . 1, Dwg. No. 2-D175 ,f� -�_ T 2-D232'---- , �- --- ; -•3 or4 bars, 4req'd 1 • „ r 3• Rod., .-Alternate connections >I__D-- �- 1 J Slop per Dwq. No. •� a Dwg. No 2.0224, 2.096 and Note S I • ' 1 1 j Slope • 30 oul14t1 from► - - -- , 04 11 •.90' 90,% all directions , i 1 _ __ Subgrade l - ) .r _ 0ptlonol ._� ► I DETAIL OF DOWEL UPI --I REVISIONS - H - raww pare DmKOOPIM a SECTION A -A - •s �. is" N � f . M• •I ,1.,, w'/1'�-sll.slt - OwH. G J P. C W it BASIS OF BEARINGS: - S890 49'00" W FOR � OF HIGHLAND AVE. PER TRACT 3348, M.B. 47-14 SAN BERNARDINO COUNTY RECORDS. Underground Service Alert Call: TOLL FREE 1 - 800 422 - 4133 TWO WORKING DAYS BEFORE YOU DIG NOTES 1 COtWdECTON 111_PE Locate pipe on any alignment around the walls of the basin as shuwn on the general plan Pipe shall be Irommed b the final shape and length belore the placement or concrete 2 CONCRETE Design, go : 3,000 p s I compressae sloo4th at 28 days Floor of the basin Vias slope from as wools b the outlet and st I be gwen a sleet -troweled surface finish Curvature of the %A rind sods wast of the yeller opt" Sheol be lamed by curved forms Surloce of ON exposed concrete sloe conform n slope, grade. cola, and finish to the existing, a. proposed, cub and wr A adjacent to the basin. 3 NEINFOtICEMENT: I SW Dwq Nu 2-01/1 1 lA Top Slob - No 3 a No 4 bus regtmed as sauced an the Slrucklral Plan. Wass ant Flag - As required by Slandard Orth," No. 2-0172 4 01KNSIONS Comb loco of catch basin opemroE x,sl C F t ll) sholl be os requrad by Slondard Ikuwrlgs Nos a-068, 2-D41S, or as shown on the genetuf titan V■ S-f;'.IrG,nches,und b! 3'-2.',anwess otherwise stlown S SII I'S (Shf hwy No 2.0%) - V to 3. 0"(1111 1 1 place ane sin, W •„ hes ubove the floor of NIe twtsn V over S' U" pace steps U1 1a' rxto intervals from the Moor of the bun with the lop step of 12 rKheS (nwwrain 1 below Ifre top S•• Ince of NV lap slob S vpersedes drawing of the some number dated A19L A 1 /930 LOS ANGELES COUNTY FLOOD CONTROL DISTRICT CATCH BASIN NO. 1 PLAN, SECTION, AND DETAILS CA •wwi•M sssaruss• ,••- . w r amts. wv w►roorao ori � - •war no SCALIE DATE DWG. NO. 2- D f NONE S -IS -'68 twaeT I of I 0 /-- E bars -Z oboes and / 2 blow Opening. /I T / 12'ntis: -�--3• Radws- (See "N 31. barest: womh N 1C\ �E brors-? abOn1 orad 2 blow gOwwpl � �If 4 0 /B•aa Ar CAasw. . �C bars. PLAN CORNER CONNECTION D bars -2 o0ow and d 9 \ 2 heAm opini/p. / Ad - / /See nate 31-7 � 1- (set /hoar S\ Y/ 4/ 11 ,</ i 5 r \X \ / PLAN SIDE' CONNECTION / � W 4 • Wit c. or Codi �- C bars. -#4 B /a"aa of C bws.--\ t cAsser 8 T C bars barsE REVISIONS LOS ANGELES COUNTY FLOOD CONTROL DISTRICT runty "Its asectot"iow 12' 4- e � 4e 7'/z' `O h � to ; 0 Q -7-68 /-/4-7/ Revised/Nodi S(C) RrvisF r JVVh SO(C) CONNECTION TO CATCH BASIN FOR PIPES 12 INCHES THROUGH 72 INCHES ISM 4'A• T i�•- 46 27 s sT s'4 ' ' ,E r ' 7. , 1 ' s•aww C.M.0 r•a• .+ R. J. P •rs.•se .. Ar•wovao er j ew1■ walwaaw t Ip 6 t I I I sl.sewsw a• w„ -aa.wwaMa. r. •.•M••w aw•.•s s ..••.. L tY 4 ® /9•or. or T L-414 4 /2•o.c c%sdr. SECTION A -A NOTES I. f enitiforcmV swirl/, pier Staff Dwg. 2_D17 1, she// be / AJ`e%ar from loan of coftem r i less otherwise shown. 2. Rea lwirin9 shoe/ for i/tswiolr fte of cath basin wall shall be cut of center of gpin/ng and bent ,mrb cal/s of mr1>rtolithic connection. ReinWemy still/ for outside lata of ca*h basin wall shall be cut 2 char of alodrr/ng. 3 Comille"n shalt be gouda mono//wtb/c wit* catch base. 7W* Axiviofrd edger of oseotirt shall be cavxsJras w by A"r*V concrete owinsf a curved Rohm Deem o moms art 3' 4 flolar of strvc/lalr shall be steel- Att weW to spring line. 3 con/neefMos she// be -constrMw when. to). Pipes, l2 inches Alirvuo 72ixhes in diorr tf, inlet or duort mrwgh corner of co/Ich basin (b/ Angie A, for pipes 24 inches mrmgh 30 inches in dGianwNr /s 70" or less. d i'c1. Pipls, 15 inches through 72 inches m diosi?Ihi, ft/w or outlet Mvouo any Wa// at COCA "So ® if chi con�settor ,oipi dams -,V11 ex+red fo Misr wo// ,orf Xho app/iconle : etch 6oswr sfe�saro: 8 T C bort be sE 8 T C bars barsE REVISIONS LOS ANGELES COUNTY FLOOD CONTROL DISTRICT runty "Its asectot"iow 12' 4- e � 4e 7'/z' `O h � to ; 0 Q -7-68 /-/4-7/ Revised/Nodi S(C) RrvisF r JVVh SO(C) CONNECTION TO CATCH BASIN FOR PIPES 12 INCHES THROUGH 72 INCHES ISM 4'A• 45 7 , 16 4� 46 27 s sT s'4 ' ' ,E r ' 7. , 1 ' s•aww C.M.0 r•a• .+ R. J. P •rs.•se .. Ar•wovao er j ew1■ walwaaw t Ip 6 t I I I sl.sewsw a• w„ -aa.wwaMa. r. •.•M••w aw•.•s s ..••.. SCALE NONE OATt MAR. 195! NO. 2_D 224 SHEET I OF STEEL ARRANGEMENT FOR TOP OF CATCH BASIN NQ I n TYPICAL SECTION THROUGH CATCH BASIN AT MANHOLE STEEL ARRANGEMENT AROUND MANHOLE NO -,7J IN CATCH BASINS NO. 2 AND NO.3 �Z. A// sfee/ JfiO/I 4 6e *J, 6ap.r, s�ceol o�d drin�nsian�ld as co/%d �a' ;oma ffie coach basin sfondord,ol,7m un/CJs .shon0n diffcr-e�f/y fie�eo,. C/car�ance ,Jho// he ll,;74h from boffu�n ales146. �3. /!/o ¢boys inoy Ae used /n Aeu of No. 31601-,5 (P 6 No. 4 6ali- �' 2" lmy ,6e used in lieu o c No..3 ha -.5 C@ 2 REFERENCES REVISIONS LOS ANGELES COUNTY 2 _ 17 Q MARK DATu DaucalpTion BLOOD CONTROL DISTRICT 7-32 Cho pr hers ore to CATCH BASIN nweirr r 2-D171. / /2-52 Added rY/Frffhrtl V 4-68 REINFORCEMENT FOR © Z-1.74 104 ROUND ROUND MANHOLES CHIEF 9IJR1MITT[D BY REf.OM94 O DATE I NO 2 15 1111 _C_T. , 1► - -....- ... riwaaankii....,.Z..rrl,•i;:.xi JAM 114, SHEET 1 OF I PRIVATE ENGINEERING NOTE (NOT REQUIRED BY GOVERNING AGENCY) CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. MARK I REVISIONS I AaP�ovA� I DATE I APPR110r I DATE MARK REVISIONS ENGINEER DATE ,�PRO,AL DATE r --,------------ter•-•- -- - W --------------- -----,-I-f NOTES A11Mnate frlonWo i 11 r-1 " lil:olfons Per ug. No. 2-0157--� A I L CONNECTOR PIPE: Dower__- - -11 Locate pipe of the downstream end of the basin unless 11--[, - -_ _14-4-1- �_-�- _ -�1 1�1 Dowel per Detail specifically noted otherwise on the general pion. 1 Pipe shall be trimmed to the final shape and length before the placement of the concrete. I 6 I 1 Irv -T_ 2. CONCRETE: -r- Design, k w 3.000psi tompressive strength at 28 dogs. 11T'•_ , .- ff id nFloor of the basin shall slope from all walls to the ci outlet and shall be given a steel- troweled surface 'a _T 2r _ 1 _� _ 1 finish. Curvature of the sill and the side walls at the gutter Dowel-- - I f6* Dowel opening shall be formed by curved forms. -Anchor Surface of all exposed concrete shall conform in grade, Anchor ---- it gl -2 11� slope, color, and finish to the existing, or - - - _ - proposed.curb and walk adjacent to the basin. 3. REINFORCEMENT ( Std Dwq No. 2-0171 ) • _ _ r 3' Radius-- - -- - 1 Y 'Cur A Top Slab - No. 3 or No.4 bars spaced as required on the __ Structural Plan. FLOW 4'Rodius r Anchor per ' ~ ` Walls and Floor -As required by Std. Dwq. No. 2-D 172. - Dwg. No. 2-D232 "''� _ V '� 4' Radius 4. `Relnf. per � � 3' Radius �• Dwq. Na 2•D232 A Curb face of catch basin opening ( Exist. C. F f K ) shall be as required by Std Dwgs. Nos. 2- D 88.2-D415 or as shown on the general plan. Calch basins for W a lO feel or more shall hove a ' V ` 'fOP SLAB - STRUCTURAL PLAN depth of the upstream and equal to the curb face of L� "3 or '4 bars, 4 rsq'd ------- e--------+ 1 . In .9Q • DETAIL OF DOWEL the catch basin plus 12 inches,cn but 1n no cost shall the slope of the floor exceed 3.1 - Std. From and Cover Wit 14'-0"; and b- S - 2•, unless otherwose shown. #� ' Radius.- ; per Dwq. No. 2-D156 I V = 4 -0 . unless otherwise shown. , ,-Face Plate and Openiinngq 1 a 6' If V a 4'-0' or less. `,1 .%' ` Anchor-,` v per Dwg. No 2-D232 I a 8' if V a 4'- 1 " to 8'-O`. T-- • `�' ► _ 1 a 10' if V= Is% 1'or more. �,►c ' �. 1 abe= _, .Street or ? S STEPS i Sid. Dag. N9. 2-,1961 1 , r -1' ,�, 1 +; ti L.D. surface I V to 3'-0 (incl.) place one seep 12 inches above the ' E • Y� _Dowel 1 t I o 'L, 1'- I - floor of the basin. over 3'-0" , place steps of 12 -inch intervals from the I 1 Dowel-" l I floor of the basin with the top step at 12 inches (minimum) ini+ 'Protection Bar and 1 air 14r 4" ,-Step per DWg. No. L .� + Support Boll per 1 below the top surface of the lop slab. I / • Dwg No.2-D175 0 1+ I 2-D96 and Note S g I z1 and 2-D 232 1 LOS ANGELES COUNTY al >1 FLOOD CONTROL DISTRICT EI,_ -_----b---------,-Alternate connections CATCH BASIN N0. 3 } '• per Dwq No. 2-D224 ' I 3' Rodius Supersedes drown of the same number NI ' PLAN, SECTION, p g , slope to outlet r� I doled Aug. 30 � from all directions-. i AND D E TA 1 L S -•.'"+' REVISIONS -- l A. S t'f. MARK OATa DemCwl/TION a _ a•scn• s• s T .aa•.••r.• a• •w•.e•a .ac•..a.w�'T r-, -'It 1•.,11.. r. Mals • , .J '^ l'► ,,� �j� � D W.H.1 ' ' •+'w #/fo•T,a.• 101 _, v •, ; _� .' l .. �L • -_ f. �. SYd.0=a4' /fasrr.ws� _ --}- _ - - _ - - _ - _ _ r•.YO- . r w r .• M•V •• . _ »'r." •� Subgrade optional `'1 r• _/ G- J. P. �..-....... SECTION A -A SCALE DATE 3 DWG. NO. 2-0163 C W H NONE 5.15 -'68 sr•ttT I or I NOTES, 1. Junction Structure No. 2 is to be used when 0 D. of B is lceeter than '/t the 1.0. of 0, or B is greater than 24 inches. B shall not emceed V• 0. or 32 inches. M _ _ _ _ H_ _ _ �`� NOTE' No more than one opening shell be mode In one section of pipe. ALA 2 Values at A.B.0 and 0 ore shown or, project drawings ElevoticloW and D___ _ _J Elevation S'ars shown when requored pet Note 12 t _ 1 + A 3 Elevation S applies et kv"e Weill of Idnaba& of structure 4%. Breakout limits shell be determined a% follows: 3' MIn.--• ►r-1 "r t 1 Upstream Limit - At the Intersection of the outside of the spur malt • • 1 - - - _ . _I t ' ` with the main line pope well i N Rwed Edge '' Concrete ; =; w E and F bars Cradle-. 1 E' e. 0 5,-V 0.0 -- 1 �1 0 , 1 1 1 A 9h M 0 1 1 ' S' •' `Tie bon woe IMM 171 , ' • 3-16 9.�. I Ar I / G bars 04-6"O.C. TABLE OF VALUES FOR T 8 T IS' S• 5M 21 s 24 5 27 5 30 If 6 33 6 39" 67 " Downstream Limit - 6 Inches downstoeem of Ike intersection of the spur wall with the moan line pope well The opening shall be rectangular, cut normal to pope surface and without damaging reintatClnl 21441 1t a Joint in the morn lone pipe falls within the limils of the concrete cradle, provide a concrete encasement one fool above the top of the morn Ione. pipe to the Iiml12 01 Ilia cradle. 5 The Iroosverse roinlorcement in pope shall be cut o1 center of opening and bent into lop and bottom slabs of %pur. 6 The main line pope shell be cradled end encased In 1: 3:5 concreN oat. exlendipg longiludnu011y 12 inches beyond Ike limits of Wearout (See Note 4); and transversely a distance of H on each side of the ctnlerllne of pope. H a 'h 0. 0. of pipe t inches minimum Cradle may be omitted on side opposite lateral inlet when conslructtd in connection with existing storm droin. _ ' _ \\ �/' 7. Reinforcing steel shell be per 1 - 0 171. end placed 1'/e Inches clear loom ' � face of concrete, unless otherwise shown N E!r' S. E and F bars shell be carried to a point not jets then J distance from 3' Mtn PLAN centerline. J a 'At D + 6 inches. 1 1 ( 9 Concrete strength shell be 3.000 psi at 26 days eacept at otherwise 1 1 F1 noted. , , 10 Floor el Nruclwe shorn las steel -boweled to spring Ilse 11 When JYncloon Sltuctws No 2 is specified Wilk reinforced monolithic etch , Reinforcing Steel storm drain. velYs 0 shell refer to thio clear soon of the etch I MAIN LINE STORM DRAIN 11 I �- Reinforcing %feel shall be cul •tad bent into JYtaclien Structure In the some R. C. Pipe or reinforced ', ►-• - -- -J � i / 11 3 bars O C. 1 ars mear lr as lot pipe Concrete cradle under oeonforced monolithic Orth is menolilhic arch J' - t 1 _-! not required. =+• , 3-_ t ,��a '�` .. 'm: •:.: AA 12 Whee Elevation "RMond Elevation'S'ore not shown on project drawings, inlet ~ --T1s hers Min t- t • 1 pope shall enter main lint radially When inlet plot enter% mels lint other then • 3-16' 0C ! ; ���� 1 , a ,'': �'-- ' radially. Elevation OS* shall be shown on project drewong%, and ,nlel pope shell .- t /�/ , r `. be fold on a stroilkt grade Item Elevation S to catch basin of grade break G ►era-- o / :s• 1 t % Round ' 11 bar ± fGbas i at' in tint Elevation R`sholl be shown on protect drawings only when %tub is to 1 Spring line- r Edgsa� tis -3 O.C•--' :t• 1 ; ; ; be provided in main line for future tonalrrclton of inlet Prpe 0 e ' 1 1Etty. R f3, SNtials spedfied an drewingt 004 d Moe int Nclistl M ce iter i.nes T h- -r F bats • - • of onln line End Isterels. oneW that stations for Capt► basin connector ` 05-3 O.0 si inside troll of sftuckrw. .e' 1:3:5 �' \ E lav S t '/ m /1Pe 4Mt Coocrele- �• %� - ---^ a •' _ ®14. Use Tronsilien Structure No. 3. Std. Owl. 2-0164. wkgn A.C. ripe is used for mainline. .. • t -� e• • e' 1- LOS ANGELES COUNTY �' wf I fta_ !� _ _ - N _ I ' - FLOOD CONTROL DISTRICT I r ' �- 1: 3:5 Ge•atrelt SECTION M -M s`Undisturbed earth'' JUNCTION STRUCTURE N 0. 2 REVISIONS aN rewM MTs usesivim% '~"" " • 1-1Mi ArT►isel KeN T eine/ SECTION Z - Z ..•YMY.•N...-- --- ... N. , •a.N... ---- ■ . 0. elewlred NSI a /2. C. • �. • • - - --- see-soft - - a...aw. ser...sa • _ .w . as,•s. rawT• a.A� a. _ serifs w /M els a L&-orM. 1 arrwOveO .• ® W-60 As*" "OTC M -- -�J - - �xrTa•e «, pCAlt' --� OAT• S � 1D•I`aa• m F-11-;3 a+rlrn,+d /ifav t DWG. NO. 2 - 0112 c V.N. SurenSEDES DRAWMiri OF THE SAME NUMBER DATED MAY 1939 MAY, NOM[ I Y11i ,late eMleT 1 Of 1 ,Plain or reinforced concrete pipe or C.M.P. Main Line t 1 _ -min. 'See Note 4 o! /- See Note 7 1_A Bedding of t 1 Intel pipe -•- Backfill - y * f With 1420-C-2000 . •O•." Elev. S. A concrete or j "' �o•' : see note 3 compact soil to relative density , required by specifications Pipe bedding e , Undisturbed earth--'�//��\ ,For outlet see Standard �• / r/ Catch Basin plans Catch basin Floor y Plain or reinforced See Note .,-�� - g• tont. pipe or C.M.F'. `` ' •4 QI 420-C- 2000 Conc. encasement See Note CASE 2 Note: All connector pipes (wilhin the angles specified for Case 2) shall be encased when laid within the main line excavated trench. or when laid on fill which hos not been densified•. is to suit IiliOns PLAN Connector pope 4'Min.--1 t-- 1 1 Close'C' morlor 1 � o c / '. '-_ 12 v NI A_ SECTION B-8 SECTION CASE I NOTES: CASE I AND CASE 2 CASE 3 -SADDLE CONNECTION Main Line I. Angle A shall be between 45'degrees and 90 degrees and NOTES: CASE 3 D shall be 24 inches or less. For smaller values of A and I Connections to pipes 21 inches or less in diameter without VA larger values of R use appropriate standard structure, junction structures or precast Y branches shall he mode 1 with saddles - Class 'C" addles.Class'C` mortar-_ 2. In no case shall the outside diameter of the inlet pipe es- 2. Trim or cut saddle to fit snugly over the outside of the All 6 n teed one-half the inside diameter of the main storm drain.' main pipe, and so its auris will be on the line and grade I` L 1 of the connecting pipe. 3 Center line of inlet shall be on radius of main storm drain 3. The opening info the pipe shall be cut and trimmed to t i 10.D. 1 ' ' �I' `� except where Elevation S is shown an project drowings. fit Ike saddle %a that no part will project within the bore F- -- -1-' I`/ - L B of the saddle pipe. :�' b1rn. 4. The opening into the main storm drain shall be the outside 4. The connecting pipe shall be supported a% shown in Cases 0.0. • ` 1 .``I I diameter of the inlet pipe plus one inch minimum or 3 inch I and 2. • ----' Backfill {, . ; .•y v maximum. � � P •• a •- Pipe bedding 1 s�a.e 5. All corrugated metal pipe and fillings shall be galvanized. JUNCTION STRUCTURE 6. It Angle 8 is 45 degrees or less, use Case 1. If Angle B N �• 4 is greater than 45 degrees, use Case 2. SECTION C -C SECTION A -A CASE I 7 Burn or Chip end of connector pipe flush with inner surface y ------ of mainline pipe. Round edge of concrete pipe or reinforced DWG. N0. 2-0193 concrete pipe. 8. Station specified an drawings applies of the intersection of inside wall of main storm drain and center line of inlet pipe. PREPARED UNDER THE DIRECTION OF: =7 ==1 J.F.DAVIDSON ASSOCIATES,INC 000 0 8FF � ENGINEERING PLANNING SURVEYING LANDSCAPE ARCHITECTURE ❑ P.O.BOX 493 03426 TENTH STREET ❑ 77-564 COUNTRY CLUB DR. I1400 -B ❑ 27349_ JEFFERSON ST. #115 RIVERSIDE CA 92501 RIVERSIDE, CA 92502 PALM DESERT CA 92260 TEMECULA, CA 92390 J i m m W. S I R.C.E. 35458 (714)686-0844 (714)683-0209 (619)360-3780 (714)676-7710 FAX 714-686-5954 FAX 714-686-5807 FAX 619-360-3789 FAX 714-699-1981 Exp. Date: BENCHMARK: FOUND 2" BRASS DISK IN TOP OF OLD GAS STATION ISLAND AT S.E. CORNER OF CITRUS AND HIGHLAND STAMPED S.B. Co. SURV B.M. No. 8-14 1970 ELEV. = 1510.91 Date: NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE STORM DRAIN, UNLESS OTHERWISE NOTED. CITY OF FONTANA, CALIFORNIA _ C71 IQI i J 1A1OQIl �I)AQTAiICNIT Drawn by: Scale: J.S. STORM DRAIN IMPROVEMENT PLANS AS SHOWN Designed by: DETA I L SHEET Date: E.K. DEC. 1991 Checked by: D.H. Approved: 116,-4&Aeeo^ 3- 97- 9L Dr. No.: CITY ENGI.NEEl3 R.C.E. 25126.. 2I0� r w L� "3 or '4 bars, 4 rsq'd ------- e--------+ 1 . In .9Q • DETAIL OF DOWEL the catch basin plus 12 inches,cn but 1n no cost shall the slope of the floor exceed 3.1 - Std. From and Cover Wit 14'-0"; and b- S - 2•, unless otherwose shown. #� ' Radius.- ; per Dwq. No. 2-D156 I V = 4 -0 . unless otherwise shown. , ,-Face Plate and Openiinngq 1 a 6' If V a 4'-0' or less. `,1 .%' ` Anchor-,` v per Dwg. No 2-D232 I a 8' if V a 4'- 1 " to 8'-O`. T-- • `�' ► _ 1 a 10' if V= Is% 1'or more. �,►c ' �. 1 abe= _, .Street or ? S STEPS i Sid. Dag. N9. 2-,1961 1 , r -1' ,�, 1 +; ti L.D. surface I V to 3'-0 (incl.) place one seep 12 inches above the ' E • Y� _Dowel 1 t I o 'L, 1'- I - floor of the basin. over 3'-0" , place steps of 12 -inch intervals from the I 1 Dowel-" l I floor of the basin with the top step at 12 inches (minimum) ini+ 'Protection Bar and 1 air 14r 4" ,-Step per DWg. No. L .� + Support Boll per 1 below the top surface of the lop slab. I / • Dwg No.2-D175 0 1+ I 2-D96 and Note S g I z1 and 2-D 232 1 LOS ANGELES COUNTY al >1 FLOOD CONTROL DISTRICT EI,_ -_----b---------,-Alternate connections CATCH BASIN N0. 3 } '• per Dwq No. 2-D224 ' I 3' Rodius Supersedes drown of the same number NI ' PLAN, SECTION, p g , slope to outlet r� I doled Aug. 30 � from all directions-. i AND D E TA 1 L S -•.'"+' REVISIONS -- l A. S t'f. MARK OATa DemCwl/TION a _ a•scn• s• s T .aa•.••r.• a• •w•.e•a .ac•..a.w�'T r-, -'It 1•.,11.. r. Mals • , .J '^ l'► ,,� �j� � D W.H.1 ' ' •+'w #/fo•T,a.• 101 _, v •, ; _� .' l .. �L • -_ f. �. SYd.0=a4' /fasrr.ws� _ --}- _ - - _ - - _ - _ _ r•.YO- . r w r .• M•V •• . _ »'r." •� Subgrade optional `'1 r• _/ G- J. P. �..-....... SECTION A -A SCALE DATE 3 DWG. NO. 2-0163 C W H NONE 5.15 -'68 sr•ttT I or I NOTES, 1. Junction Structure No. 2 is to be used when 0 D. of B is lceeter than '/t the 1.0. of 0, or B is greater than 24 inches. B shall not emceed V• 0. or 32 inches. M _ _ _ _ H_ _ _ �`� NOTE' No more than one opening shell be mode In one section of pipe. ALA 2 Values at A.B.0 and 0 ore shown or, project drawings ElevoticloW and D___ _ _J Elevation S'ars shown when requored pet Note 12 t _ 1 + A 3 Elevation S applies et kv"e Weill of Idnaba& of structure 4%. Breakout limits shell be determined a% follows: 3' MIn.--• ►r-1 "r t 1 Upstream Limit - At the Intersection of the outside of the spur malt • • 1 - - - _ . _I t ' ` with the main line pope well i N Rwed Edge '' Concrete ; =; w E and F bars Cradle-. 1 E' e. 0 5,-V 0.0 -- 1 �1 0 , 1 1 1 A 9h M 0 1 1 ' S' •' `Tie bon woe IMM 171 , ' • 3-16 9.�. I Ar I / G bars 04-6"O.C. TABLE OF VALUES FOR T 8 T IS' S• 5M 21 s 24 5 27 5 30 If 6 33 6 39" 67 " Downstream Limit - 6 Inches downstoeem of Ike intersection of the spur wall with the moan line pope well The opening shall be rectangular, cut normal to pope surface and without damaging reintatClnl 21441 1t a Joint in the morn lone pipe falls within the limils of the concrete cradle, provide a concrete encasement one fool above the top of the morn Ione. pipe to the Iiml12 01 Ilia cradle. 5 The Iroosverse roinlorcement in pope shall be cut o1 center of opening and bent into lop and bottom slabs of %pur. 6 The main line pope shell be cradled end encased In 1: 3:5 concreN oat. exlendipg longiludnu011y 12 inches beyond Ike limits of Wearout (See Note 4); and transversely a distance of H on each side of the ctnlerllne of pope. H a 'h 0. 0. of pipe t inches minimum Cradle may be omitted on side opposite lateral inlet when conslructtd in connection with existing storm droin. _ ' _ \\ �/' 7. Reinforcing steel shell be per 1 - 0 171. end placed 1'/e Inches clear loom ' � face of concrete, unless otherwise shown N E!r' S. E and F bars shell be carried to a point not jets then J distance from 3' Mtn PLAN centerline. J a 'At D + 6 inches. 1 1 ( 9 Concrete strength shell be 3.000 psi at 26 days eacept at otherwise 1 1 F1 noted. , , 10 Floor el Nruclwe shorn las steel -boweled to spring Ilse 11 When JYncloon Sltuctws No 2 is specified Wilk reinforced monolithic etch , Reinforcing Steel storm drain. velYs 0 shell refer to thio clear soon of the etch I MAIN LINE STORM DRAIN 11 I �- Reinforcing %feel shall be cul •tad bent into JYtaclien Structure In the some R. C. Pipe or reinforced ', ►-• - -- -J � i / 11 3 bars O C. 1 ars mear lr as lot pipe Concrete cradle under oeonforced monolithic Orth is menolilhic arch J' - t 1 _-! not required. =+• , 3-_ t ,��a '�` .. 'm: •:.: AA 12 Whee Elevation "RMond Elevation'S'ore not shown on project drawings, inlet ~ --T1s hers Min t- t • 1 pope shall enter main lint radially When inlet plot enter% mels lint other then • 3-16' 0C ! ; ���� 1 , a ,'': �'-- ' radially. Elevation OS* shall be shown on project drewong%, and ,nlel pope shell .- t /�/ , r `. be fold on a stroilkt grade Item Elevation S to catch basin of grade break G ►era-- o / :s• 1 t % Round ' 11 bar ± fGbas i at' in tint Elevation R`sholl be shown on protect drawings only when %tub is to 1 Spring line- r Edgsa� tis -3 O.C•--' :t• 1 ; ; ; be provided in main line for future tonalrrclton of inlet Prpe 0 e ' 1 1Etty. R f3, SNtials spedfied an drewingt 004 d Moe int Nclistl M ce iter i.nes T h- -r F bats • - • of onln line End Isterels. oneW that stations for Capt► basin connector ` 05-3 O.0 si inside troll of sftuckrw. .e' 1:3:5 �' \ E lav S t '/ m /1Pe 4Mt Coocrele- �• %� - ---^ a •' _ ®14. Use Tronsilien Structure No. 3. Std. Owl. 2-0164. wkgn A.C. ripe is used for mainline. .. • t -� e• • e' 1- LOS ANGELES COUNTY �' wf I fta_ !� _ _ - N _ I ' - FLOOD CONTROL DISTRICT I r ' �- 1: 3:5 Ge•atrelt SECTION M -M s`Undisturbed earth'' JUNCTION STRUCTURE N 0. 2 REVISIONS aN rewM MTs usesivim% '~"" " • 1-1Mi ArT►isel KeN T eine/ SECTION Z - Z ..•YMY.•N...-- --- ... N. , •a.N... ---- ■ . 0. elewlred NSI a /2. C. • �. • • - - --- see-soft - - a...aw. ser...sa • _ .w . as,•s. rawT• a.A� a. _ serifs w /M els a L&-orM. 1 arrwOveO .• ® W-60 As*" "OTC M -- -�J - - �xrTa•e «, pCAlt' --� OAT• S � 1D•I`aa• m F-11-;3 a+rlrn,+d /ifav t DWG. NO. 2 - 0112 c V.N. SurenSEDES DRAWMiri OF THE SAME NUMBER DATED MAY 1939 MAY, NOM[ I Y11i ,late eMleT 1 Of 1 ,Plain or reinforced concrete pipe or C.M.P. Main Line t 1 _ -min. 'See Note 4 o! /- See Note 7 1_A Bedding of t 1 Intel pipe -•- Backfill - y * f With 1420-C-2000 . •O•." Elev. S. A concrete or j "' �o•' : see note 3 compact soil to relative density , required by specifications Pipe bedding e , Undisturbed earth--'�//��\ ,For outlet see Standard �• / r/ Catch Basin plans Catch basin Floor y Plain or reinforced See Note .,-�� - g• tont. pipe or C.M.F'. `` ' •4 QI 420-C- 2000 Conc. encasement See Note CASE 2 Note: All connector pipes (wilhin the angles specified for Case 2) shall be encased when laid within the main line excavated trench. or when laid on fill which hos not been densified•. is to suit IiliOns PLAN Connector pope 4'Min.--1 t-- 1 1 Close'C' morlor 1 � o c / '. '-_ 12 v NI A_ SECTION B-8 SECTION CASE I NOTES: CASE I AND CASE 2 CASE 3 -SADDLE CONNECTION Main Line I. Angle A shall be between 45'degrees and 90 degrees and NOTES: CASE 3 D shall be 24 inches or less. For smaller values of A and I Connections to pipes 21 inches or less in diameter without VA larger values of R use appropriate standard structure, junction structures or precast Y branches shall he mode 1 with saddles - Class 'C" addles.Class'C` mortar-_ 2. In no case shall the outside diameter of the inlet pipe es- 2. Trim or cut saddle to fit snugly over the outside of the All 6 n teed one-half the inside diameter of the main storm drain.' main pipe, and so its auris will be on the line and grade I` L 1 of the connecting pipe. 3 Center line of inlet shall be on radius of main storm drain 3. The opening info the pipe shall be cut and trimmed to t i 10.D. 1 ' ' �I' `� except where Elevation S is shown an project drowings. fit Ike saddle %a that no part will project within the bore F- -- -1-' I`/ - L B of the saddle pipe. :�' b1rn. 4. The opening into the main storm drain shall be the outside 4. The connecting pipe shall be supported a% shown in Cases 0.0. • ` 1 .``I I diameter of the inlet pipe plus one inch minimum or 3 inch I and 2. • ----' Backfill {, . ; .•y v maximum. � � P •• a •- Pipe bedding 1 s�a.e 5. All corrugated metal pipe and fillings shall be galvanized. JUNCTION STRUCTURE 6. It Angle 8 is 45 degrees or less, use Case 1. If Angle B N �• 4 is greater than 45 degrees, use Case 2. SECTION C -C SECTION A -A CASE I 7 Burn or Chip end of connector pipe flush with inner surface y ------ of mainline pipe. Round edge of concrete pipe or reinforced DWG. N0. 2-0193 concrete pipe. 8. Station specified an drawings applies of the intersection of inside wall of main storm drain and center line of inlet pipe. PREPARED UNDER THE DIRECTION OF: =7 ==1 J.F.DAVIDSON ASSOCIATES,INC 000 0 8FF � ENGINEERING PLANNING SURVEYING LANDSCAPE ARCHITECTURE ❑ P.O.BOX 493 03426 TENTH STREET ❑ 77-564 COUNTRY CLUB DR. I1400 -B ❑ 27349_ JEFFERSON ST. #115 RIVERSIDE CA 92501 RIVERSIDE, CA 92502 PALM DESERT CA 92260 TEMECULA, CA 92390 J i m m W. S I R.C.E. 35458 (714)686-0844 (714)683-0209 (619)360-3780 (714)676-7710 FAX 714-686-5954 FAX 714-686-5807 FAX 619-360-3789 FAX 714-699-1981 Exp. Date: BENCHMARK: FOUND 2" BRASS DISK IN TOP OF OLD GAS STATION ISLAND AT S.E. CORNER OF CITRUS AND HIGHLAND STAMPED S.B. Co. SURV B.M. No. 8-14 1970 ELEV. = 1510.91 Date: NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE STORM DRAIN, UNLESS OTHERWISE NOTED. CITY OF FONTANA, CALIFORNIA _ C71 IQI i J 1A1OQIl �I)AQTAiICNIT Drawn by: Scale: J.S. STORM DRAIN IMPROVEMENT PLANS AS SHOWN Designed by: DETA I L SHEET Date: E.K. DEC. 1991 Checked by: D.H. Approved: 116,-4&Aeeo^ 3- 97- 9L Dr. No.: CITY ENGI.NEEl3 R.C.E. 25126.. 2I0� r w Supersedes drown of the same number NI ' PLAN, SECTION, p g , slope to outlet r� I doled Aug. 30 � from all directions-. i AND D E TA 1 L S -•.'"+' REVISIONS -- l A. S t'f. MARK OATa DemCwl/TION a _ a•scn• s• s T .aa•.••r.• a• •w•.e•a .ac•..a.w�'T r-, -'It 1•.,11.. r. Mals • , .J '^ l'► ,,� �j� � D W.H.1 ' ' •+'w #/fo•T,a.• 101 _, v •, ; _� .' l .. �L • -_ f. �. SYd.0=a4' /fasrr.ws� _ --}- _ - - _ - - _ - _ _ r•.YO- . r w r .• M•V •• . _ »'r." •� Subgrade optional `'1 r• _/ G- J. P. �..-....... SECTION A -A SCALE DATE 3 DWG. NO. 2-0163 C W H NONE 5.15 -'68 sr•ttT I or I NOTES, 1. Junction Structure No. 2 is to be used when 0 D. of B is lceeter than '/t the 1.0. of 0, or B is greater than 24 inches. B shall not emceed V• 0. or 32 inches. M _ _ _ _ H_ _ _ �`� NOTE' No more than one opening shell be mode In one section of pipe. ALA 2 Values at A.B.0 and 0 ore shown or, project drawings ElevoticloW and D___ _ _J Elevation S'ars shown when requored pet Note 12 t _ 1 + A 3 Elevation S applies et kv"e Weill of Idnaba& of structure 4%. Breakout limits shell be determined a% follows: 3' MIn.--• ►r-1 "r t 1 Upstream Limit - At the Intersection of the outside of the spur malt • • 1 - - - _ . _I t ' ` with the main line pope well i N Rwed Edge '' Concrete ; =; w E and F bars Cradle-. 1 E' e. 0 5,-V 0.0 -- 1 �1 0 , 1 1 1 A 9h M 0 1 1 ' S' •' `Tie bon woe IMM 171 , ' • 3-16 9.�. I Ar I / G bars 04-6"O.C. TABLE OF VALUES FOR T 8 T IS' S• 5M 21 s 24 5 27 5 30 If 6 33 6 39" 67 " Downstream Limit - 6 Inches downstoeem of Ike intersection of the spur wall with the moan line pope well The opening shall be rectangular, cut normal to pope surface and without damaging reintatClnl 21441 1t a Joint in the morn lone pipe falls within the limils of the concrete cradle, provide a concrete encasement one fool above the top of the morn Ione. pipe to the Iiml12 01 Ilia cradle. 5 The Iroosverse roinlorcement in pope shall be cut o1 center of opening and bent into lop and bottom slabs of %pur. 6 The main line pope shell be cradled end encased In 1: 3:5 concreN oat. exlendipg longiludnu011y 12 inches beyond Ike limits of Wearout (See Note 4); and transversely a distance of H on each side of the ctnlerllne of pope. H a 'h 0. 0. of pipe t inches minimum Cradle may be omitted on side opposite lateral inlet when conslructtd in connection with existing storm droin. _ ' _ \\ �/' 7. Reinforcing steel shell be per 1 - 0 171. end placed 1'/e Inches clear loom ' � face of concrete, unless otherwise shown N E!r' S. E and F bars shell be carried to a point not jets then J distance from 3' Mtn PLAN centerline. J a 'At D + 6 inches. 1 1 ( 9 Concrete strength shell be 3.000 psi at 26 days eacept at otherwise 1 1 F1 noted. , , 10 Floor el Nruclwe shorn las steel -boweled to spring Ilse 11 When JYncloon Sltuctws No 2 is specified Wilk reinforced monolithic etch , Reinforcing Steel storm drain. velYs 0 shell refer to thio clear soon of the etch I MAIN LINE STORM DRAIN 11 I �- Reinforcing %feel shall be cul •tad bent into JYtaclien Structure In the some R. C. Pipe or reinforced ', ►-• - -- -J � i / 11 3 bars O C. 1 ars mear lr as lot pipe Concrete cradle under oeonforced monolithic Orth is menolilhic arch J' - t 1 _-! not required. =+• , 3-_ t ,��a '�` .. 'm: •:.: AA 12 Whee Elevation "RMond Elevation'S'ore not shown on project drawings, inlet ~ --T1s hers Min t- t • 1 pope shall enter main lint radially When inlet plot enter% mels lint other then • 3-16' 0C ! ; ���� 1 , a ,'': �'-- ' radially. Elevation OS* shall be shown on project drewong%, and ,nlel pope shell .- t /�/ , r `. be fold on a stroilkt grade Item Elevation S to catch basin of grade break G ►era-- o / :s• 1 t % Round ' 11 bar ± fGbas i at' in tint Elevation R`sholl be shown on protect drawings only when %tub is to 1 Spring line- r Edgsa� tis -3 O.C•--' :t• 1 ; ; ; be provided in main line for future tonalrrclton of inlet Prpe 0 e ' 1 1Etty. R f3, SNtials spedfied an drewingt 004 d Moe int Nclistl M ce iter i.nes T h- -r F bats • - • of onln line End Isterels. oneW that stations for Capt► basin connector ` 05-3 O.0 si inside troll of sftuckrw. .e' 1:3:5 �' \ E lav S t '/ m /1Pe 4Mt Coocrele- �• %� - ---^ a •' _ ®14. Use Tronsilien Structure No. 3. Std. Owl. 2-0164. wkgn A.C. ripe is used for mainline. .. • t -� e• • e' 1- LOS ANGELES COUNTY �' wf I fta_ !� _ _ - N _ I ' - FLOOD CONTROL DISTRICT I r ' �- 1: 3:5 Ge•atrelt SECTION M -M s`Undisturbed earth'' JUNCTION STRUCTURE N 0. 2 REVISIONS aN rewM MTs usesivim% '~"" " • 1-1Mi ArT►isel KeN T eine/ SECTION Z - Z ..•YMY.•N...-- --- ... N. , •a.N... ---- ■ . 0. elewlred NSI a /2. C. • �. • • - - --- see-soft - - a...aw. ser...sa • _ .w . as,•s. rawT• a.A� a. _ serifs w /M els a L&-orM. 1 arrwOveO .• ® W-60 As*" "OTC M -- -�J - - �xrTa•e «, pCAlt' --� OAT• S � 1D•I`aa• m F-11-;3 a+rlrn,+d /ifav t DWG. NO. 2 - 0112 c V.N. SurenSEDES DRAWMiri OF THE SAME NUMBER DATED MAY 1939 MAY, NOM[ I Y11i ,late eMleT 1 Of 1 ,Plain or reinforced concrete pipe or C.M.P. Main Line t 1 _ -min. 'See Note 4 o! /- See Note 7 1_A Bedding of t 1 Intel pipe -•- Backfill - y * f With 1420-C-2000 . •O•." Elev. S. A concrete or j "' �o•' : see note 3 compact soil to relative density , required by specifications Pipe bedding e , Undisturbed earth--'�//��\ ,For outlet see Standard �• / r/ Catch Basin plans Catch basin Floor y Plain or reinforced See Note .,-�� - g• tont. pipe or C.M.F'. `` ' •4 QI 420-C- 2000 Conc. encasement See Note CASE 2 Note: All connector pipes (wilhin the angles specified for Case 2) shall be encased when laid within the main line excavated trench. or when laid on fill which hos not been densified•. is to suit IiliOns PLAN Connector pope 4'Min.--1 t-- 1 1 Close'C' morlor 1 � o c / '. '-_ 12 v NI A_ SECTION B-8 SECTION CASE I NOTES: CASE I AND CASE 2 CASE 3 -SADDLE CONNECTION Main Line I. Angle A shall be between 45'degrees and 90 degrees and NOTES: CASE 3 D shall be 24 inches or less. For smaller values of A and I Connections to pipes 21 inches or less in diameter without VA larger values of R use appropriate standard structure, junction structures or precast Y branches shall he mode 1 with saddles - Class 'C" addles.Class'C` mortar-_ 2. In no case shall the outside diameter of the inlet pipe es- 2. Trim or cut saddle to fit snugly over the outside of the All 6 n teed one-half the inside diameter of the main storm drain.' main pipe, and so its auris will be on the line and grade I` L 1 of the connecting pipe. 3 Center line of inlet shall be on radius of main storm drain 3. The opening info the pipe shall be cut and trimmed to t i 10.D. 1 ' ' �I' `� except where Elevation S is shown an project drowings. fit Ike saddle %a that no part will project within the bore F- -- -1-' I`/ - L B of the saddle pipe. :�' b1rn. 4. The opening into the main storm drain shall be the outside 4. The connecting pipe shall be supported a% shown in Cases 0.0. • ` 1 .``I I diameter of the inlet pipe plus one inch minimum or 3 inch I and 2. • ----' Backfill {, . ; .•y v maximum. � � P •• a •- Pipe bedding 1 s�a.e 5. All corrugated metal pipe and fillings shall be galvanized. JUNCTION STRUCTURE 6. It Angle 8 is 45 degrees or less, use Case 1. If Angle B N �• 4 is greater than 45 degrees, use Case 2. SECTION C -C SECTION A -A CASE I 7 Burn or Chip end of connector pipe flush with inner surface y ------ of mainline pipe. Round edge of concrete pipe or reinforced DWG. N0. 2-0193 concrete pipe. 8. Station specified an drawings applies of the intersection of inside wall of main storm drain and center line of inlet pipe. PREPARED UNDER THE DIRECTION OF: =7 ==1 J.F.DAVIDSON ASSOCIATES,INC 000 0 8FF � ENGINEERING PLANNING SURVEYING LANDSCAPE ARCHITECTURE ❑ P.O.BOX 493 03426 TENTH STREET ❑ 77-564 COUNTRY CLUB DR. I1400 -B ❑ 27349_ JEFFERSON ST. #115 RIVERSIDE CA 92501 RIVERSIDE, CA 92502 PALM DESERT CA 92260 TEMECULA, CA 92390 J i m m W. S I R.C.E. 35458 (714)686-0844 (714)683-0209 (619)360-3780 (714)676-7710 FAX 714-686-5954 FAX 714-686-5807 FAX 619-360-3789 FAX 714-699-1981 Exp. Date: BENCHMARK: FOUND 2" BRASS DISK IN TOP OF OLD GAS STATION ISLAND AT S.E. CORNER OF CITRUS AND HIGHLAND STAMPED S.B. Co. SURV B.M. No. 8-14 1970 ELEV. = 1510.91 Date: NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE STORM DRAIN, UNLESS OTHERWISE NOTED. CITY OF FONTANA, CALIFORNIA _ C71 IQI i J 1A1OQIl �I)AQTAiICNIT Drawn by: Scale: J.S. STORM DRAIN IMPROVEMENT PLANS AS SHOWN Designed by: DETA I L SHEET Date: E.K. DEC. 1991 Checked by: D.H. Approved: 116,-4&Aeeo^ 3- 97- 9L Dr. No.: CITY ENGI.NEEl3 R.C.E. 25126.. 2I0� r w TABLE OF VALUES FOR T 8 T IS' S• 5M 21 s 24 5 27 5 30 If 6 33 6 39" 67 " Downstream Limit - 6 Inches downstoeem of Ike intersection of the spur wall with the moan line pope well The opening shall be rectangular, cut normal to pope surface and without damaging reintatClnl 21441 1t a Joint in the morn lone pipe falls within the limils of the concrete cradle, provide a concrete encasement one fool above the top of the morn Ione. pipe to the Iiml12 01 Ilia cradle. 5 The Iroosverse roinlorcement in pope shall be cut o1 center of opening and bent into lop and bottom slabs of %pur. 6 The main line pope shell be cradled end encased In 1: 3:5 concreN oat. exlendipg longiludnu011y 12 inches beyond Ike limits of Wearout (See Note 4); and transversely a distance of H on each side of the ctnlerllne of pope. H a 'h 0. 0. of pipe t inches minimum Cradle may be omitted on side opposite lateral inlet when conslructtd in connection with existing storm droin. _ ' _ \\ �/' 7. Reinforcing steel shell be per 1 - 0 171. end placed 1'/e Inches clear loom ' � face of concrete, unless otherwise shown N E!r' S. E and F bars shell be carried to a point not jets then J distance from 3' Mtn PLAN centerline. J a 'At D + 6 inches. 1 1 ( 9 Concrete strength shell be 3.000 psi at 26 days eacept at otherwise 1 1 F1 noted. , , 10 Floor el Nruclwe shorn las steel -boweled to spring Ilse 11 When JYncloon Sltuctws No 2 is specified Wilk reinforced monolithic etch , Reinforcing Steel storm drain. velYs 0 shell refer to thio clear soon of the etch I MAIN LINE STORM DRAIN 11 I �- Reinforcing %feel shall be cul •tad bent into JYtaclien Structure In the some R. C. Pipe or reinforced ', ►-• - -- -J � i / 11 3 bars O C. 1 ars mear lr as lot pipe Concrete cradle under oeonforced monolithic Orth is menolilhic arch J' - t 1 _-! not required. =+• , 3-_ t ,��a '�` .. 'm: •:.: AA 12 Whee Elevation "RMond Elevation'S'ore not shown on project drawings, inlet ~ --T1s hers Min t- t • 1 pope shall enter main lint radially When inlet plot enter% mels lint other then • 3-16' 0C ! ; ���� 1 , a ,'': �'-- ' radially. Elevation OS* shall be shown on project drewong%, and ,nlel pope shell .- t /�/ , r `. be fold on a stroilkt grade Item Elevation S to catch basin of grade break G ►era-- o / :s• 1 t % Round ' 11 bar ± fGbas i at' in tint Elevation R`sholl be shown on protect drawings only when %tub is to 1 Spring line- r Edgsa� tis -3 O.C•--' :t• 1 ; ; ; be provided in main line for future tonalrrclton of inlet Prpe 0 e ' 1 1Etty. R f3, SNtials spedfied an drewingt 004 d Moe int Nclistl M ce iter i.nes T h- -r F bats • - • of onln line End Isterels. oneW that stations for Capt► basin connector ` 05-3 O.0 si inside troll of sftuckrw. .e' 1:3:5 �' \ E lav S t '/ m /1Pe 4Mt Coocrele- �• %� - ---^ a •' _ ®14. Use Tronsilien Structure No. 3. Std. Owl. 2-0164. wkgn A.C. ripe is used for mainline. .. • t -� e• • e' 1- LOS ANGELES COUNTY �' wf I fta_ !� _ _ - N _ I ' - FLOOD CONTROL DISTRICT I r ' �- 1: 3:5 Ge•atrelt SECTION M -M s`Undisturbed earth'' JUNCTION STRUCTURE N 0. 2 REVISIONS aN rewM MTs usesivim% '~"" " • 1-1Mi ArT►isel KeN T eine/ SECTION Z - Z ..•YMY.•N...-- --- ... N. , •a.N... ---- ■ . 0. elewlred NSI a /2. C. • �. • • - - --- see-soft - - a...aw. ser...sa • _ .w . as,•s. rawT• a.A� a. _ serifs w /M els a L&-orM. 1 arrwOveO .• ® W-60 As*" "OTC M -- -�J - - �xrTa•e «, pCAlt' --� OAT• S � 1D•I`aa• m F-11-;3 a+rlrn,+d /ifav t DWG. NO. 2 - 0112 c V.N. SurenSEDES DRAWMiri OF THE SAME NUMBER DATED MAY 1939 MAY, NOM[ I Y11i ,late eMleT 1 Of 1 ,Plain or reinforced concrete pipe or C.M.P. Main Line t 1 _ -min. 'See Note 4 o! /- See Note 7 1_A Bedding of t 1 Intel pipe -•- Backfill - y * f With 1420-C-2000 . •O•." Elev. S. A concrete or j "' �o•' : see note 3 compact soil to relative density , required by specifications Pipe bedding e , Undisturbed earth--'�//��\ ,For outlet see Standard �• / r/ Catch Basin plans Catch basin Floor y Plain or reinforced See Note .,-�� - g• tont. pipe or C.M.F'. `` ' •4 QI 420-C- 2000 Conc. encasement See Note CASE 2 Note: All connector pipes (wilhin the angles specified for Case 2) shall be encased when laid within the main line excavated trench. or when laid on fill which hos not been densified•. is to suit IiliOns PLAN Connector pope 4'Min.--1 t-- 1 1 Close'C' morlor 1 � o c / '. '-_ 12 v NI A_ SECTION B-8 SECTION CASE I NOTES: CASE I AND CASE 2 CASE 3 -SADDLE CONNECTION Main Line I. Angle A shall be between 45'degrees and 90 degrees and NOTES: CASE 3 D shall be 24 inches or less. For smaller values of A and I Connections to pipes 21 inches or less in diameter without VA larger values of R use appropriate standard structure, junction structures or precast Y branches shall he mode 1 with saddles - Class 'C" addles.Class'C` mortar-_ 2. In no case shall the outside diameter of the inlet pipe es- 2. Trim or cut saddle to fit snugly over the outside of the All 6 n teed one-half the inside diameter of the main storm drain.' main pipe, and so its auris will be on the line and grade I` L 1 of the connecting pipe. 3 Center line of inlet shall be on radius of main storm drain 3. The opening info the pipe shall be cut and trimmed to t i 10.D. 1 ' ' �I' `� except where Elevation S is shown an project drowings. fit Ike saddle %a that no part will project within the bore F- -- -1-' I`/ - L B of the saddle pipe. :�' b1rn. 4. The opening into the main storm drain shall be the outside 4. The connecting pipe shall be supported a% shown in Cases 0.0. • ` 1 .``I I diameter of the inlet pipe plus one inch minimum or 3 inch I and 2. • ----' Backfill {, . ; .•y v maximum. � � P •• a •- Pipe bedding 1 s�a.e 5. All corrugated metal pipe and fillings shall be galvanized. JUNCTION STRUCTURE 6. It Angle 8 is 45 degrees or less, use Case 1. If Angle B N �• 4 is greater than 45 degrees, use Case 2. SECTION C -C SECTION A -A CASE I 7 Burn or Chip end of connector pipe flush with inner surface y ------ of mainline pipe. Round edge of concrete pipe or reinforced DWG. N0. 2-0193 concrete pipe. 8. Station specified an drawings applies of the intersection of inside wall of main storm drain and center line of inlet pipe. PREPARED UNDER THE DIRECTION OF: =7 ==1 J.F.DAVIDSON ASSOCIATES,INC 000 0 8FF � ENGINEERING PLANNING SURVEYING LANDSCAPE ARCHITECTURE ❑ P.O.BOX 493 03426 TENTH STREET ❑ 77-564 COUNTRY CLUB DR. I1400 -B ❑ 27349_ JEFFERSON ST. #115 RIVERSIDE CA 92501 RIVERSIDE, CA 92502 PALM DESERT CA 92260 TEMECULA, CA 92390 J i m m W. S I R.C.E. 35458 (714)686-0844 (714)683-0209 (619)360-3780 (714)676-7710 FAX 714-686-5954 FAX 714-686-5807 FAX 619-360-3789 FAX 714-699-1981 Exp. Date: BENCHMARK: FOUND 2" BRASS DISK IN TOP OF OLD GAS STATION ISLAND AT S.E. CORNER OF CITRUS AND HIGHLAND STAMPED S.B. Co. SURV B.M. No. 8-14 1970 ELEV. = 1510.91 Date: NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE STORM DRAIN, UNLESS OTHERWISE NOTED. CITY OF FONTANA, CALIFORNIA _ C71 IQI i J 1A1OQIl �I)AQTAiICNIT Drawn by: Scale: J.S. STORM DRAIN IMPROVEMENT PLANS AS SHOWN Designed by: DETA I L SHEET Date: E.K. DEC. 1991 Checked by: D.H. Approved: 116,-4&Aeeo^ 3- 97- 9L Dr. No.: CITY ENGI.NEEl3 R.C.E. 25126.. 2I0� r w Downstream Limit - 6 Inches downstoeem of Ike intersection of the spur wall with the moan line pope well The opening shall be rectangular, cut normal to pope surface and without damaging reintatClnl 21441 1t a Joint in the morn lone pipe falls within the limils of the concrete cradle, provide a concrete encasement one fool above the top of the morn Ione. pipe to the Iiml12 01 Ilia cradle. 5 The Iroosverse roinlorcement in pope shall be cut o1 center of opening and bent into lop and bottom slabs of %pur. 6 The main line pope shell be cradled end encased In 1: 3:5 concreN oat. exlendipg longiludnu011y 12 inches beyond Ike limits of Wearout (See Note 4); and transversely a distance of H on each side of the ctnlerllne of pope. H a 'h 0. 0. of pipe t inches minimum Cradle may be omitted on side opposite lateral inlet when conslructtd in connection with existing storm droin. _ ' _ \\ �/' 7. Reinforcing steel shell be per 1 - 0 171. end placed 1'/e Inches clear loom ' � face of concrete, unless otherwise shown N E!r' S. E and F bars shell be carried to a point not jets then J distance from 3' Mtn PLAN centerline. J a 'At D + 6 inches. 1 1 ( 9 Concrete strength shell be 3.000 psi at 26 days eacept at otherwise 1 1 F1 noted. , , 10 Floor el Nruclwe shorn las steel -boweled to spring Ilse 11 When JYncloon Sltuctws No 2 is specified Wilk reinforced monolithic etch , Reinforcing Steel storm drain. velYs 0 shell refer to thio clear soon of the etch I MAIN LINE STORM DRAIN 11 I �- Reinforcing %feel shall be cul •tad bent into JYtaclien Structure In the some R. C. Pipe or reinforced ', ►-• - -- -J � i / 11 3 bars O C. 1 ars mear lr as lot pipe Concrete cradle under oeonforced monolithic Orth is menolilhic arch J' - t 1 _-! not required. =+• , 3-_ t ,��a '�` .. 'm: •:.: AA 12 Whee Elevation "RMond Elevation'S'ore not shown on project drawings, inlet ~ --T1s hers Min t- t • 1 pope shall enter main lint radially When inlet plot enter% mels lint other then • 3-16' 0C ! ; ���� 1 , a ,'': �'-- ' radially. Elevation OS* shall be shown on project drewong%, and ,nlel pope shell .- t /�/ , r `. be fold on a stroilkt grade Item Elevation S to catch basin of grade break G ►era-- o / :s• 1 t % Round ' 11 bar ± fGbas i at' in tint Elevation R`sholl be shown on protect drawings only when %tub is to 1 Spring line- r Edgsa� tis -3 O.C•--' :t• 1 ; ; ; be provided in main line for future tonalrrclton of inlet Prpe 0 e ' 1 1Etty. R f3, SNtials spedfied an drewingt 004 d Moe int Nclistl M ce iter i.nes T h- -r F bats • - • of onln line End Isterels. oneW that stations for Capt► basin connector ` 05-3 O.0 si inside troll of sftuckrw. .e' 1:3:5 �' \ E lav S t '/ m /1Pe 4Mt Coocrele- �• %� - ---^ a •' _ ®14. Use Tronsilien Structure No. 3. Std. Owl. 2-0164. wkgn A.C. ripe is used for mainline. .. • t -� e• • e' 1- LOS ANGELES COUNTY �' wf I fta_ !� _ _ - N _ I ' - FLOOD CONTROL DISTRICT I r ' �- 1: 3:5 Ge•atrelt SECTION M -M s`Undisturbed earth'' JUNCTION STRUCTURE N 0. 2 REVISIONS aN rewM MTs usesivim% '~"" " • 1-1Mi ArT►isel KeN T eine/ SECTION Z - Z ..•YMY.•N...-- --- ... N. , •a.N... ---- ■ . 0. elewlred NSI a /2. C. • �. • • - - --- see-soft - - a...aw. ser...sa • _ .w . as,•s. rawT• a.A� a. _ serifs w /M els a L&-orM. 1 arrwOveO .• ® W-60 As*" "OTC M -- -�J - - �xrTa•e «, pCAlt' --� OAT• S � 1D•I`aa• m F-11-;3 a+rlrn,+d /ifav t DWG. NO. 2 - 0112 c V.N. SurenSEDES DRAWMiri OF THE SAME NUMBER DATED MAY 1939 MAY, NOM[ I Y11i ,late eMleT 1 Of 1 ,Plain or reinforced concrete pipe or C.M.P. Main Line t 1 _ -min. 'See Note 4 o! /- See Note 7 1_A Bedding of t 1 Intel pipe -•- Backfill - y * f With 1420-C-2000 . •O•." Elev. S. A concrete or j "' �o•' : see note 3 compact soil to relative density , required by specifications Pipe bedding e , Undisturbed earth--'�//��\ ,For outlet see Standard �• / r/ Catch Basin plans Catch basin Floor y Plain or reinforced See Note .,-�� - g• tont. pipe or C.M.F'. `` ' •4 QI 420-C- 2000 Conc. encasement See Note CASE 2 Note: All connector pipes (wilhin the angles specified for Case 2) shall be encased when laid within the main line excavated trench. or when laid on fill which hos not been densified•. is to suit IiliOns PLAN Connector pope 4'Min.--1 t-- 1 1 Close'C' morlor 1 � o c / '. '-_ 12 v NI A_ SECTION B-8 SECTION CASE I NOTES: CASE I AND CASE 2 CASE 3 -SADDLE CONNECTION Main Line I. Angle A shall be between 45'degrees and 90 degrees and NOTES: CASE 3 D shall be 24 inches or less. For smaller values of A and I Connections to pipes 21 inches or less in diameter without VA larger values of R use appropriate standard structure, junction structures or precast Y branches shall he mode 1 with saddles - Class 'C" addles.Class'C` mortar-_ 2. In no case shall the outside diameter of the inlet pipe es- 2. Trim or cut saddle to fit snugly over the outside of the All 6 n teed one-half the inside diameter of the main storm drain.' main pipe, and so its auris will be on the line and grade I` L 1 of the connecting pipe. 3 Center line of inlet shall be on radius of main storm drain 3. The opening info the pipe shall be cut and trimmed to t i 10.D. 1 ' ' �I' `� except where Elevation S is shown an project drowings. fit Ike saddle %a that no part will project within the bore F- -- -1-' I`/ - L B of the saddle pipe. :�' b1rn. 4. The opening into the main storm drain shall be the outside 4. The connecting pipe shall be supported a% shown in Cases 0.0. • ` 1 .``I I diameter of the inlet pipe plus one inch minimum or 3 inch I and 2. • ----' Backfill {, . ; .•y v maximum. � � P •• a •- Pipe bedding 1 s�a.e 5. All corrugated metal pipe and fillings shall be galvanized. JUNCTION STRUCTURE 6. It Angle 8 is 45 degrees or less, use Case 1. If Angle B N �• 4 is greater than 45 degrees, use Case 2. SECTION C -C SECTION A -A CASE I 7 Burn or Chip end of connector pipe flush with inner surface y ------ of mainline pipe. Round edge of concrete pipe or reinforced DWG. N0. 2-0193 concrete pipe. 8. Station specified an drawings applies of the intersection of inside wall of main storm drain and center line of inlet pipe. PREPARED UNDER THE DIRECTION OF: =7 ==1 J.F.DAVIDSON ASSOCIATES,INC 000 0 8FF � ENGINEERING PLANNING SURVEYING LANDSCAPE ARCHITECTURE ❑ P.O.BOX 493 03426 TENTH STREET ❑ 77-564 COUNTRY CLUB DR. I1400 -B ❑ 27349_ JEFFERSON ST. #115 RIVERSIDE CA 92501 RIVERSIDE, CA 92502 PALM DESERT CA 92260 TEMECULA, CA 92390 J i m m W. S I R.C.E. 35458 (714)686-0844 (714)683-0209 (619)360-3780 (714)676-7710 FAX 714-686-5954 FAX 714-686-5807 FAX 619-360-3789 FAX 714-699-1981 Exp. Date: BENCHMARK: FOUND 2" BRASS DISK IN TOP OF OLD GAS STATION ISLAND AT S.E. CORNER OF CITRUS AND HIGHLAND STAMPED S.B. Co. SURV B.M. No. 8-14 1970 ELEV. = 1510.91 Date: NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE STORM DRAIN, UNLESS OTHERWISE NOTED. CITY OF FONTANA, CALIFORNIA _ C71 IQI i J 1A1OQIl �I)AQTAiICNIT Drawn by: Scale: J.S. STORM DRAIN IMPROVEMENT PLANS AS SHOWN Designed by: DETA I L SHEET Date: E.K. DEC. 1991 Checked by: D.H. Approved: 116,-4&Aeeo^ 3- 97- 9L Dr. No.: CITY ENGI.NEEl3 R.C.E. 25126.. 2I0� r w ,Plain or reinforced concrete pipe or C.M.P. Main Line t 1 _ -min. 'See Note 4 o! /- See Note 7 1_A Bedding of t 1 Intel pipe -•- Backfill - y * f With 1420-C-2000 . •O•." Elev. S. A concrete or j "' �o•' : see note 3 compact soil to relative density , required by specifications Pipe bedding e , Undisturbed earth--'�//��\ ,For outlet see Standard �• / r/ Catch Basin plans Catch basin Floor y Plain or reinforced See Note .,-�� - g• tont. pipe or C.M.F'. `` ' •4 QI 420-C- 2000 Conc. encasement See Note CASE 2 Note: All connector pipes (wilhin the angles specified for Case 2) shall be encased when laid within the main line excavated trench. or when laid on fill which hos not been densified•. is to suit IiliOns PLAN Connector pope 4'Min.--1 t-- 1 1 Close'C' morlor 1 � o c / '. '-_ 12 v NI A_ SECTION B-8 SECTION CASE I NOTES: CASE I AND CASE 2 CASE 3 -SADDLE CONNECTION Main Line I. Angle A shall be between 45'degrees and 90 degrees and NOTES: CASE 3 D shall be 24 inches or less. For smaller values of A and I Connections to pipes 21 inches or less in diameter without VA larger values of R use appropriate standard structure, junction structures or precast Y branches shall he mode 1 with saddles - Class 'C" addles.Class'C` mortar-_ 2. In no case shall the outside diameter of the inlet pipe es- 2. Trim or cut saddle to fit snugly over the outside of the All 6 n teed one-half the inside diameter of the main storm drain.' main pipe, and so its auris will be on the line and grade I` L 1 of the connecting pipe. 3 Center line of inlet shall be on radius of main storm drain 3. The opening info the pipe shall be cut and trimmed to t i 10.D. 1 ' ' �I' `� except where Elevation S is shown an project drowings. fit Ike saddle %a that no part will project within the bore F- -- -1-' I`/ - L B of the saddle pipe. :�' b1rn. 4. The opening into the main storm drain shall be the outside 4. The connecting pipe shall be supported a% shown in Cases 0.0. • ` 1 .``I I diameter of the inlet pipe plus one inch minimum or 3 inch I and 2. • ----' Backfill {, . ; .•y v maximum. � � P •• a •- Pipe bedding 1 s�a.e 5. All corrugated metal pipe and fillings shall be galvanized. JUNCTION STRUCTURE 6. It Angle 8 is 45 degrees or less, use Case 1. If Angle B N �• 4 is greater than 45 degrees, use Case 2. SECTION C -C SECTION A -A CASE I 7 Burn or Chip end of connector pipe flush with inner surface y ------ of mainline pipe. Round edge of concrete pipe or reinforced DWG. N0. 2-0193 concrete pipe. 8. Station specified an drawings applies of the intersection of inside wall of main storm drain and center line of inlet pipe. PREPARED UNDER THE DIRECTION OF: =7 ==1 J.F.DAVIDSON ASSOCIATES,INC 000 0 8FF � ENGINEERING PLANNING SURVEYING LANDSCAPE ARCHITECTURE ❑ P.O.BOX 493 03426 TENTH STREET ❑ 77-564 COUNTRY CLUB DR. I1400 -B ❑ 27349_ JEFFERSON ST. #115 RIVERSIDE CA 92501 RIVERSIDE, CA 92502 PALM DESERT CA 92260 TEMECULA, CA 92390 J i m m W. S I R.C.E. 35458 (714)686-0844 (714)683-0209 (619)360-3780 (714)676-7710 FAX 714-686-5954 FAX 714-686-5807 FAX 619-360-3789 FAX 714-699-1981 Exp. Date: BENCHMARK: FOUND 2" BRASS DISK IN TOP OF OLD GAS STATION ISLAND AT S.E. CORNER OF CITRUS AND HIGHLAND STAMPED S.B. Co. SURV B.M. No. 8-14 1970 ELEV. = 1510.91 Date: NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE STORM DRAIN, UNLESS OTHERWISE NOTED. CITY OF FONTANA, CALIFORNIA _ C71 IQI i J 1A1OQIl �I)AQTAiICNIT Drawn by: Scale: J.S. STORM DRAIN IMPROVEMENT PLANS AS SHOWN Designed by: DETA I L SHEET Date: E.K. DEC. 1991 Checked by: D.H. Approved: 116,-4&Aeeo^ 3- 97- 9L Dr. No.: CITY ENGI.NEEl3 R.C.E. 25126.. 2I0� r w Date: NOTE: CONTRACTOR SHALL PROTECT IN PLACE ALL UTILITIES CROSSING OR PARALLELING THE STORM DRAIN, UNLESS OTHERWISE NOTED. CITY OF FONTANA, CALIFORNIA _ C71 IQI i J 1A1OQIl �I)AQTAiICNIT Drawn by: Scale: J.S. STORM DRAIN IMPROVEMENT PLANS AS SHOWN Designed by: DETA I L SHEET Date: E.K. DEC. 1991 Checked by: D.H. Approved: 116,-4&Aeeo^ 3- 97- 9L Dr. No.: CITY ENGI.NEEl3 R.C.E. 25126.. 2I0� r w