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Home My WebLink About1513-3Angle stroll not exceed 450 when IWe flow exceeds 10% , Of man line flow. min.) (min.) � E bort ) 4" x 4" rnort r fillet 1-_ Tit bateSee note "A4' D bars ' ore. _ -- P � � J I I 3" rodiw I . I A I '/ l 11 D bars I J II D bars j''o.c. I Q I X E bore ve"p 4'oc. I j Tie bars p I 1 e Ian T •--- De -� T PLAN SECTION e-'8 (shaft not shown) 196" or loss Manhole frame and cover Street Grade 4 X4-0 Concrete rings and reducer per Minimum 2'- loi/e" with pored street* Sid. Pion 1503 - - - 1 � � Minimum 3'- ti' wAh unpaved street* See Nde.3 Shoot 2 I Mini uin wAsiM two of comets Max. 30" m dioeter side inlet ',+' round g Use Sid. Plan 1312 (Junction ( t I fired steel *reepsps Strucfurs Q for side inlets I 1 -4 0-c- embed 3.0 30" diameter i IMP m in. 11 4 ►. E bars - - _ _ i 114 H flare 3'-O• Was See rate A ln_ Tit bars ~Omit this step .� �. D bars in paved strs.rs Street grade { ro013? �e4 s ' Inlet elevation tj ' applies at this - t . r point ' H ba 1 For H wr p.�q• -T variable T -j T I -4' for paved streets I•- E bare SECTION A -A 2-e for unpaved $#►tors •r }: -, + T o bore NOTE "A" ': to ;70&A- Two 70& Two (2) Inch deep seat to correspond to manhole shaft, grout between shaft and seal. T +. Reinforce floor for pipes greater Man 60' diameter tr 4 of 12 both ways N_ DETAIL M Use Junction Structure Type U for Ds pipe diameters of 42 or greater and inlet pipe diameters of 30 or less. ORANGE COUNTY ENVIRONMENTAL MA AG NT GENCY STD. PLAN Approved G R. Ni son,VVIrector of Pvbtic Wor*s 1311 Adopted, Res. 77-92. Rwfsed, 82-718., 06-1141 JUNCTION STRUCTURE -TYPE II HEET I OF 2 MANHOLE v oma•• 9 COILS 1/4'9 d . f 4-1,4"9 LONGIT ~ ` A �4„ d N M GALV. STEEL''.. N STEPS CAST IN PLACE r 3.1/8'J t+-•-- 36"DIA �- +? I/8" r 36N24' ECCENTRIC CONE r -3d' as ` 3-V�!'- TYPICAL SECTION to u• 36' I.D. ECCENTRIC � CONE MANHOLE t� to • GROUT N. T. S. 36 x30 MANHOLE PIPE SURFACE GROUT O • jPROP iiV[ET ST/PEE T x x� S T.4 T/ON o d< 0 oc a }.: c: Top of cone shall �. T�PA1✓S/Tii7N DEPRESS/O/v be placed a 36N 15" MANHOLE PIPE mirtirrxxn of 6" • below bottom of 5.'"" I+ 24'01A. I I � Round edges - rection structural Section Or a 7 COILS E.I'PANS/ONS I ` � minimum of 16" below finish 4-t*0 LONGIT. N grade, whlCh- = M N - - --------- ever is greatest. 0 E��t�� T L �.45 S//O/NN ON O/'iVGS� t�ItttlltiiE�di JL V: ,.:. .•SM0 3•Ve'-•+ ►• 36" DIA. -« �.-3-Vb" TYPICAL SECTION 36"I. D. CONCENTRIC 36"x24" CONCENTRIC CONE CONE MANHOLE IIO• I. See Std. Plan 630 -0 -OC thru 633 -0 -OC for Manhole Frame and Corer Details. 2. See Std. Plan 1507 for Manhole Step details. Max. spacing x 17" 3. Construction shall be in accordance with Standard Specifications. 4. The manhole pipes and grade rings shall be orronW in order of longer to shorter lengths ffvm bottom to top. 5. Manhole details shall be submitted to the Engineer for approval. 6. Pavement I f' ' - f ORANGE C04NTY ENVIRONMENTAL ll+ �iS,� NT AGENCY -*-- /� G� STQ PLAN Approved -1---, �- GR. No/sail, a. actor of Pa blit mw ft CZ ��tr 1503 Adopted. Res. 77-92. Revisedi Res. 78-791 ; 8e -I l4 1 36 REINFORCED CONCRETE MANHOLE MEET I OF I f�Z•�f�! CONCRETE RINGS a REDUCER DETAIL N .T. S. A DEVELOPMENT BY CITATION BUILDERS 17731 IRVINE BLVD.r SUITE 201 TUSTINt CA 92680 N s Manhole shaft shall be 4'-0" and Junction Structure bottom width shall be increased to 4-0" minimum when Mw 15 Use Std Plan 1604 with 6" thick rings when M> 16 0 bora shall be placed 3'o.c. E bons shall be placed 4'ac. Tie bars "I be M 4 spactd 18'ac or closer. When L Is groves► than 5'4' is specified on irr rovtmenl plan, continue 0 bars d 6 o.a Lengths shown in table ore fang longest bars. Where shorter bars ors required, bond or aA to most field nquiremerMs. GENERAL NOTES I: CENTER OF MANHOLE SHAFT shall be located over anter line of storm drain when diameter DI is 4e" or lose, in whkA case place E bar symmetrically around shaft of 450 with center line. 2. LENGTH L may be incrw«d ams (I)foot max. of each and to most pipe ands. Continue D bars at 3'00.C. " 3. DETAIL M, when depth of manhole from street grade to top of box is Mas than 2'-10 1/2 for paved streets or S -e' for unpaved streets, construct monolithic shaft as per detail M. When diameter D is 48" or less, canter of shaft stall be located as par note 2. 4. THICKNESS OF DECK MOI vary when necessary to provide level pipe seat, but shall not be lose than tabular vows for T, as shown in above table. 5. REINFORCING STEEL shall be round, deformed bars, 1 V2" clear from face of ca►crete unless ~wise shown. Sizes mW lengths we shown in abaw table. ti 3TEP8 shall be ]N' roW4, galvanised steel and wchoreq n91 less than 6" In the walls of the structure and shall project o min of 4 inches from point d embidmml. 7. RiNGS, REDUCER, AND PIPE for access •haft shell IN seated In ,Is2 mortar and neatly pointed or loped inside the she" e. STATIONS of rn«,l+ole shown an Improvement Plan Q"ty at center of she". 9. FLOOR of manhole shall be :Nei -troweled to springing line. 10. WDY of manhole stroll be constructed in one continuous operation, except that Contractor Mall haw the option of placing a construction joint with a longitudinal keyway at the sprNing line. 11. Deleted 12. For pipe sizes not shown, use tabled values far next larger pipe. Use Junction Structure Type IL for D: pipe diameters of 42" or greater • and Inlet pipe diameters of 30" or less. ORANGE COUNTY ENVIRONMENTAL N VNT&GENCY STD. PLAN Approved ' I C. R. s/:on, Director of Pub* Wot*s1 Adopts* Res. 77-92. Revised, 62-718 JUNCTION STRUCTURE- TYPE II EET 2 of 2 0e 2 n PROTECTION 15AR END ANCHORS AL9AM5RA FOUNDRY „ e3 C. F, 14 C.I; *A- 1577 OR EQUAL C. k4"P"GALVANIZED STEEL PEAR II SEE SUPPORT PjdLT OETAIL BELOW R PROTECTION 5AR DETAIL GALVANIZED STIFEL PLATE CORP.., 5AR -• ALHAMW F DRY 44A -3904 -OR EQUAL `' • 4:12 P5ATTER USE SUPPORT BOLT iK Ce'0R LONGER tNLET OPEN)Nq, 5UPPORT BOLT DETAIL • e CURB OPENING DETAIL N,T 5, (SEE CITY OF fONTANA STD PET 12 l ) jPROP iiV[ET ST/PEE T x� S T.4 T/ON LL ,f L OPAL �. T�PA1✓S/Tii7N DEPRESS/O/v tF'�t�ltltlltili • point `�II��'r•f;`�;';; Round edges - -.�r --- - -- -- - - - - - E.I'PANS/ONS I ` � I - --------- ------------J. 0 E��t�� T L �.45 S//O/NN ON O/'iVGS� t�ItttlltiiE�di .•SM0 O�;fit'f1�� IIO• M tltitlllllFF�� tr f�Z•�f�! �l scam t[•T�Ifi♦lili��tliilfi� Q•Z=]I� l�rr� tllli��■ Ilt�z�li �*� �� iiiiiii� tlllilt� 0 �� f1� Q'•� ,•f1♦i'0� rii�� >-� �}ari IiRYF� lii•L� �1� �� 0 s � 0 �li� �� rte f'-�iir•, s Manhole shaft shall be 4'-0" and Junction Structure bottom width shall be increased to 4-0" minimum when Mw 15 Use Std Plan 1604 with 6" thick rings when M> 16 0 bora shall be placed 3'o.c. E bons shall be placed 4'ac. Tie bars "I be M 4 spactd 18'ac or closer. When L Is groves► than 5'4' is specified on irr rovtmenl plan, continue 0 bars d 6 o.a Lengths shown in table ore fang longest bars. Where shorter bars ors required, bond or aA to most field nquiremerMs. GENERAL NOTES I: CENTER OF MANHOLE SHAFT shall be located over anter line of storm drain when diameter DI is 4e" or lose, in whkA case place E bar symmetrically around shaft of 450 with center line. 2. LENGTH L may be incrw«d ams (I)foot max. of each and to most pipe ands. Continue D bars at 3'00.C. " 3. DETAIL M, when depth of manhole from street grade to top of box is Mas than 2'-10 1/2 for paved streets or S -e' for unpaved streets, construct monolithic shaft as per detail M. When diameter D is 48" or less, canter of shaft stall be located as par note 2. 4. THICKNESS OF DECK MOI vary when necessary to provide level pipe seat, but shall not be lose than tabular vows for T, as shown in above table. 5. REINFORCING STEEL shall be round, deformed bars, 1 V2" clear from face of ca►crete unless ~wise shown. Sizes mW lengths we shown in abaw table. ti 3TEP8 shall be ]N' roW4, galvanised steel and wchoreq n91 less than 6" In the walls of the structure and shall project o min of 4 inches from point d embidmml. 7. RiNGS, REDUCER, AND PIPE for access •haft shell IN seated In ,Is2 mortar and neatly pointed or loped inside the she" e. STATIONS of rn«,l+ole shown an Improvement Plan Q"ty at center of she". 9. FLOOR of manhole shall be :Nei -troweled to springing line. 10. WDY of manhole stroll be constructed in one continuous operation, except that Contractor Mall haw the option of placing a construction joint with a longitudinal keyway at the sprNing line. 11. Deleted 12. For pipe sizes not shown, use tabled values far next larger pipe. Use Junction Structure Type IL for D: pipe diameters of 42" or greater • and Inlet pipe diameters of 30" or less. ORANGE COUNTY ENVIRONMENTAL N VNT&GENCY STD. PLAN Approved ' I C. R. s/:on, Director of Pub* Wot*s1 Adopts* Res. 77-92. Revised, 62-718 JUNCTION STRUCTURE- TYPE II EET 2 of 2 0e 2 n PROTECTION 15AR END ANCHORS AL9AM5RA FOUNDRY „ e3 C. F, 14 C.I; *A- 1577 OR EQUAL C. k4"P"GALVANIZED STEEL PEAR II SEE SUPPORT PjdLT OETAIL BELOW R PROTECTION 5AR DETAIL GALVANIZED STIFEL PLATE CORP.., 5AR -• ALHAMW F DRY 44A -3904 -OR EQUAL `' • 4:12 P5ATTER USE SUPPORT BOLT iK Ce'0R LONGER tNLET OPEN)Nq, 5UPPORT BOLT DETAIL • e CURB OPENING DETAIL N,T 5, (SEE CITY OF fONTANA STD PET 12 l ) L OCW a6RRESSION OE r,41L /%./;I- . S. I ComaeN I 1 Cradle I ' E Arid F bars eiMortxtq Steel Tie bora d'3e18° T �. Structure Round Spring linben e I t Ed - T Concrete , •.. ' • '' - :heft R I6�3 � �' •: •• I � Bradt out ' H � H a � � Tie ban Concrete( Limit i dN�pte i) I GSw Note #3 a CI8" �;�� , 3" min Z I I NOTES: SECTION Z -z G ban structure 3'� t 6„ fl4e 6" I' access s o of oDle for storm sholl be used mointenonce when sufficient moons o1 12" �• --,- PLAN 2. Junction structure Type IY is to be used when 00 of 8 is greater than I/ the I D of D or 8 is Lorgev{ than 24:' 8 shall not exceed 3/4 of 0 or Min. 3:' Whgre B is less than 24 us* TypelYor Type3l. Where B exceeds 3496 c -' J 39, use junction structure Type III without manhole. Main Line Storm Drain 3• Values of,/1,,P C and D are shown on project drawings. Elevation "R" and (R.C.P. or reinforced eievatlon S aro shown when required per Note 12. monolithic arch) 4 Elevation 'r5" applies at inside wall of structure. g. Breakout limits shah he dsfermittod as folbwsf Upstream limit -The intersection of the outside of the spur wall with the main line 11h" T Tie bars �,�1. Downstream hermit -6 downstream of the intersection of the outside of the spur e ••.:: -•. y A'3 018" wall with the main line pipe wolf G bars a The openirq •hall be rectangular and cut rnormd N3 the pipe surface rliMtouf damt>Qit • + reitfort�rtg stool. Provide a =to to sncassmsrtl I above the top of the main Mme pip a to the limits of the concrete aodM N o joist M the main Mme pipe Falb wiMit the limit T T o/ that crook. •: :: S. The transverse reinforcement in pipe shell be cut at center of opening and loom Into ° -top and bottom slabs of spur. • _ ; . • . •, a . 7. The main hens pi" :hail be cradled and encased in 133 mix concrefs, extending longitudinally 12 beyond the limits of bnatcout (See Note 5 and hansw" a T distance of H on each side of the centerline of pipe. H= y't O.D. of pipe + 3 min. Cradle may be omitted on side opposite lateral inlet when constructed in connection with existing storm drain. SECTION M -M 8. Reinforcing steal ,fail los placed l VV dar firorn concrete, of concre, unless ofhervrise show! 9. E and F bars shoN be carried to a pouf not Mos than J distance from TABLE OF VALUES FOR T S T la 6 „ „ 2 r' 6" 4„ 7„ 2T" y' ilr " , ade 711 jPROP iiV[ET ST/PEE T x� S T.4 T/ON LL ,f L OPAL �. T�PA1✓S/Tii7N DEPRESS/O/v point `�II��'r•f;`�;';; Round edges - -.�r --- - -- -- - - - - - E.I'PANS/ONS I ` � I - --------- ------------J. 0 T L �.45 S//O/NN ON O/'iVGS� J L OCW a6RRESSION OE r,41L /%./;I- . S. I ComaeN I 1 Cradle I ' E Arid F bars eiMortxtq Steel Tie bora d'3e18° T �. Structure Round Spring linben e I t Ed - T Concrete , •.. ' • '' - :heft R I6�3 � �' •: •• I � Bradt out ' H � H a � � Tie ban Concrete( Limit i dN�pte i) I GSw Note #3 a CI8" �;�� , 3" min Z I I NOTES: SECTION Z -z G ban structure 3'� t 6„ fl4e 6" I' access s o of oDle for storm sholl be used mointenonce when sufficient moons o1 12" �• --,- PLAN 2. Junction structure Type IY is to be used when 00 of 8 is greater than I/ the I D of D or 8 is Lorgev{ than 24:' 8 shall not exceed 3/4 of 0 or Min. 3:' Whgre B is less than 24 us* TypelYor Type3l. Where B exceeds 3496 c -' J 39, use junction structure Type III without manhole. Main Line Storm Drain 3• Values of,/1,,P C and D are shown on project drawings. Elevation "R" and (R.C.P. or reinforced eievatlon S aro shown when required per Note 12. monolithic arch) 4 Elevation 'r5" applies at inside wall of structure. g. Breakout limits shah he dsfermittod as folbwsf Upstream limit -The intersection of the outside of the spur wall with the main line 11h" T Tie bars �,�1. Downstream hermit -6 downstream of the intersection of the outside of the spur e ••.:: -•. y A'3 018" wall with the main line pipe wolf G bars a The openirq •hall be rectangular and cut rnormd N3 the pipe surface rliMtouf damt>Qit • + reitfort�rtg stool. Provide a =to to sncassmsrtl I above the top of the main Mme pip a to the limits of the concrete aodM N o joist M the main Mme pipe Falb wiMit the limit T T o/ that crook. •: :: S. The transverse reinforcement in pipe shell be cut at center of opening and loom Into ° -top and bottom slabs of spur. • _ ; . • . •, a . 7. The main hens pi" :hail be cradled and encased in 133 mix concrefs, extending longitudinally 12 beyond the limits of bnatcout (See Note 5 and hansw" a T distance of H on each side of the centerline of pipe. H= y't O.D. of pipe + 3 min. Cradle may be omitted on side opposite lateral inlet when constructed in connection with existing storm drain. SECTION M -M 8. Reinforcing steal ,fail los placed l VV dar firorn concrete, of concre, unless ofhervrise show! 9. E and F bars shoN be carried to a pouf not Mos than J distance from TABLE OF VALUES FOR T S T la 6 „ „ 2 r' 6" 4„ 7„ 2T" y' ilr " , ade 711 3 point `�II��'r•f;`�;';; Round edges SECTION A -A anterlins.30 J= Y2D46". 10. Floor of shtrchrs ,hail be stets troweled to tipriq Situ I I . When Jlnction Structure Type IQ ie specified with reinforced ntatolitltic arch scorn drab, vakle 0 tthdl refer to the clear span of e arch. thRisirtforcm in the come steal shall los erre and bent into Junction Sinreture tnofwter as to peps. onaeN cradle under reinforced monolithic arch is not r+egldred. 12. Side inlet pipe shall enter mom line radially when elevations " Wand "S" a not shown on protect drawings. When side Inlet pipe enters main line ofht than radially, elevation S" stroll be Shawn on project draw)nQs and side inlet pipe stroll be laid on a straight grade „from elevation S ' to catch basin or grade brook In line. Elevation R aholl be shown on project drawings only when stub Is to be provided in main line for future side inle pipe. 13. Stations specified on drawings apply at the intersection 3 of centerlines of main line and laterals, except that stations for catch basin connector pipe apply at inside of structure. 14. Junction Structure Type X sholl not be used when asbestos cement pipe r used for main line. ORANGE COUNTY ENVIRONMENTAL N E T GENCY STD. PLAN Aaprowd O/rfctor of Ptwic wools 1313 Adopted, Res. 77-92. Revised• 62 - 71 B JUNCTION STRUCTURE TYPE 17 HEET I of I JUNCTION STRUCTURE NO. 21 N.T.S. f No, 41817 ^; � Ea;p, IV11. � vF cAlI* 8 I . , I.ilf� Angle shall not exceed 460 -when side flow exceeds 10% of main link• 7flow Rod. � � A STA. All steel reinforcement 1/2" 0 4'o.c. - Rad.= I. D. of spur 2 1 I 9 � SECTION 8-8 PLAN (Shoff not shown) NOTE Str Manhole frame and covRr.. Two (2) inch deep seat to correspond to manhole shaft, Grade grout between shalt and cool. CpmryN Minimum 2=10 VL" for pored street* rings 2:..0"� .� �.-.Minimum 3'-6" for unpaved atCY resia e► reducer par Std. an � M II =m �• I I SEE NOTE Round edges of Inlets - y Max. 30" diameter side inlet. Use Std. Planl312 (Junction Structure IIn ~-for side inlets> 30" diameter. :!''• • :' Nat el*vat ion aooliss ;.(�► ;;%.:• of this NOTE N. N_ Use JuGction Structure Type I for outlet pipe diameters of 420 or leas, and0alrf diameters of 30 or less. - e 1111ortfpleshaft shot I los 4'-0'and Junction tlructure bottom width stroll be increased to 4-0 minimum when M>15' Use Std. Plan 1504 with rings when M>15. ORANGE COUNTY ENVIRONMENTAL T A NCY STQ PLAN M�qAG . Approved . R ion, cfor of Plvb//e iwa►tt& 1310 Adopfedi Res. 77-92. Revised e2. 7181 83-1442; 86-1141 T 1 OF .JUNCTION STRUCTURE -TYPE I point `�II��'r•f;`�;';; Round edges SECTION A -A �� APPROVED UAIE REVISIONS: APPROVED BY: N0. DATE E NG. A P. THOMAS E. BRAUN ' REGISTERED CIVIL ENGINEER NO. 41817 DATE: � a REGISTRATION EXPIRES 3/31/ 91 APPROVED BY: SCALE: DATE: 2 MANHOLE T. S. 4 4" mortar fillet-, �- - - J � •�= I � Round edges Shaft not shown) See Note 3 N 0. I n r- 4 Station Lina 3/4" round galvanized � I � steel steps 1=4"o.c. ,�,�• ll � 4"x 4" mortar fillet Ii T u� t' � 21 •,T` T SEE For avid struts If DETAIL dgss-DETAIL N ( SECTION C -C GENERAL NOTES I. -HEIGHT H (in Ssc.A-A and Sec. B- B)sholl be not less than 4=0; but may be increased at option of the Engineer provided that the vok,t of M shall be not less than the minimum specified and that the reducer shall be used For H (in Sec. C -C ) set Nott 4. - 2. - LE NGTH L shah be 41ix inlets of 20"or less and 6' for Inlets greater than 20" unless otherwise ,howr3 on improvemtsrd plan. (May be increased amax. of (Done foot at' each end to retest pipe ends. Continue M4ot4 o. C. 3• -SHAFT shill be constructed osper Sec. C -C and Detail Nwhen depfh M from street prods to top Of box is less then 2=101/2" tot paved str.eftor3�-- 6" for unpaved streets 4• -DEPTH M may M reduced bon absolute limit of 6' when larger votues of M would reduce H (tin See. C -C) to 3'-6" or less. 5. - T shall be 8' for valued H up to and Including 8: T shall be 10' for values of Hover 8'. 6 -STEPS shall be 3/4' round galvanized steel and anchored not leas than 6" in the walls of structural and shall project a min. of 4 inches t<rotrt pointof embe4merN. Unless otherwise shown, steps shall be placed 1'- 4 on center. The lowest step shall not be mon than 2 above the ledge of the side of manhole floor. 7. -REINFORCING STEEL ,hell los # 4 bars ,alt/armed, strolght bort t 1/2' ckor from fact of concrete. S. -STATIONS Of manholes shown on Improvement pion apply at center Ilnt of shaft. 9. -FLOOR of InonhoN stroll be steel-trowsNd. ICs -RINGS, reducer, and pie for access shaft shall be seated in h2 tt+tortar and neatly • pointed or wiped inside Mott. I I. -LEDGE shall be sloped at 2" per foot. Use Junction Structure Type I for outlet pipe dlallelsrfi of 42"00e9e, and inlet iliometers of 30" or less. ORANGE COUNTY ENVIRONMENTAL L*AG NT ZAENCY STD. PLAN Approved R N ear, tic or of Public Worts 1310 Adopted: Res. 77-92. Revised' 82 - 710 JUNCTION STRUCTURE TYPE I 81/2" (Set Note 4 ) O • 30"dia max. Omit this He' _ in pored serttis (-4" for paved struts 2'=4'for unpaved streets SEE NOTE 'W' Sheet I AN tfstl reinforcement ►oat 4"o.c. Round edges- of inlets 0 T 2 of 2 CITY OF FONTANAr CALIFORNIA PUBLIC WORKS DEPARTMENT THh"'' DRAWN BY: STORM DRAIN PLANS • DATE : r..,x,.,�. „R Umd KEITH ,�h„�,r„p COMPANIES C-1- I ow �/If( Afawge C -1 -4 -own DESIGNED BY : TRACT # 13325- 2 3 1lu+u,Ke+ueu, 200 Baker• Smear. costa Mesa. CA 92616 (714) 540-0800 T B. BENCH MARK: CHECK BY: DETAILED SHEET OF CO SHEETS City of Fontana Benchmark No -378 E. C. Y_, P. Circuit No -67-5,30d Nall in P.P. (no*) SW Cor•9eeoh 6 Foothill DATE OCT . 1987 E I e v .1267.84 Date 9!67 W.O. APPROVED: CiTY N( s r t F1 LE NO. ,.E. 18932 13 60-87 0 013-5211