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HomeMy WebLinkAbout1907-2�Argla @W net oateed 450 ' tslsan 4'W flee eaceeM 00sXi of Dein line flow. T j-- --O Tl-- \ 'P I"' 2,4 '�(shon.; 2-i--I 10 (east)`E tris�4'a i' mortQr hlNt 8 I �— / to note ' A D Mn ` O.C. rid bar$ A / D bre 1 _ I' L a c III o J I '4 I E bra H- 0 d'oc ' " D Mrs sc — r Tie bra I ,� �— . 8 d ,WT`~Do--+TI-- PLAN SECTION 8-8 (shaft not shown) Ila or teo+e •o•••t an0 Carty Strive Geode �` ---- 1 ow- 4 - ,f 0 �+ C•••c.•te .,..s, la ed 'edK•• J M.nn�., i 'tQi1 —w0 pow" st•60 I- - - t,.1 Pte, QV , tM�n-.bra. S 6 Show ,•+pprf� �••ff1• s S« Nae 3 ShIsM 2 sltwwr. *woo d@ soda of comwele "OIL 30" d►olverw /tee mint I + 1 .. •�,.•d gWvw .Ise Slid Mart,312 (Amteon i rad star •heti • Structure lW fa aide Inlets s or embed -- j �� L '30'daaaaMike � _ • is 4 N alas• 1-O IoM See non "A' 1.0 ear• t 0Mas Owe thio Moo— SIT"' PiwIsa 0 w P«ed Mtn�s� • � M,od•'�- �`„tet rl..a•on •-•-- i •p'• oop+We at ted -4'i �- - pop,- - H MI , •1� t+ Iter � attIssrs. K .n5 .. -, t , ,tea- � „��„ , --- v.nYa �-t E Mr a T .� �• T -- I -�'• Pot nand M wra , •- ~ � SECTION A—A 2-2' fee ulpwh� r ed .em's�,--D bs PAmNOTE-A" 1 o f , 08 • • Two (2) Inch deep seat to correspond to manhole Matt, eroW between shaft and owl. r ; T • 7—o Realforce floor for pool S►onM Men W" diaweter w 4 of 12" both ways DE TAL M NOTE Use Junction Structure Type II for Ds pipe diameters of 42" or greater and Inlet pipe dlanneten of 30" or less. ORANGE COUNTY ENVIRONMENTAL MA AG NT_) GENCY STD. PLANApproved 2? I I I G R =00,7 OvIrector M Nsdi+c nniordY Adopted: Res 77-92. RohAsed- 192 -710 ; 06-1141 JUNCTION STRUCTURE -TYPE II ET ' DF 2 MAN HOLE •T. • -T � PIPE inside dimension size A TYPE'L ADAPTER 8 C D E F L 1 5 1/2"x- 3 3/4" 5" x 3" 1 3 314 2 4 V454 3 4 Ve 5 V27 8 V2 15 7/8" 8W 12 161/2` ���t�tlllllli .. Oltllllllt� .v -•P,ivivs 2 8 1/2" x 4 V4' 8"x 3 V2 3 15 7/8" x 4 I/2" 15 1/8% 3 1/2" 511 -A 5 I (,5 0- 11 A 4M 4 5 I (05 It 3(0 11 3It 23 wpm I l v 0 P,�orE�rioN e./,P iii "oiA. �F!/L L i•YEL O% w^Pner A XT • ' 0. C!/RB OPEN/NG Pd TWlL �CF3>•t���'Q'•11R�11.0�1i �� s>_ I� ■m�11� IIIIt>r_ 10 ra-l� .• �>,ot�.��attrsrt� �i1�t1111•I��1QIi�t��rit: �za� ill• IIID Ali �1.1� ii r�llr• �� el�� � �rls� mss 0 r,tnlr• �r►>r �� I©�rlsr �>• I� r� • Mali+ote shaft shall be -0" and Jrwctroft Structure bottom well shall be Increased to 4'-0" e+uurrwri+ when IMS 15 the Std. pilon 404 with 6" thick rings when M3- IS 0 4'0•• ah0ft be Placed 3'a.c. E bas shall be Placed o roc. T,e bort ebl be w 4 spaced 16.Qc Of classy When L Is ^lad► tt>,wn 5-6 s •leaf °"! an reeved �brtd6Or CL4 to " .eel hew revw•ewna+s L61`19111116 0000 n a table ore for 0geet s GENERAL NOTES • I CENTER OF MANW)LE SHAFT shall be located over censer qhs of aeon" drain .hen dIe•rn0w 01 a 4e, r fess. a tehtCA ansa Noce E ba syr"n♦e+rtedll, arow0d the" M 450 with tante► w. 2 LENGTH L Inlay be IfIaeOIse t We (I)f0ot mea. at Isaiah Ind to tnoet Pipe ends, Cont,ra,e 0 bars at 3"0. C. 3 DETAIL -M: whom davit► of whanhole trot" •,lost groes to b0 of k'in is has than 2-10 V2 for Paved tlreeN a 3-6' for hnMlrM •meta, a "Wwct "'anobehoc met as Per 081001 M when "moor 0 is ed' or Itt". center to M shoe a loce►ed as Nor no" 2. 4 THICKNESS OF DECK shall very anon necessary to p►rirtde level Nps *Sal- but enol not be ,eta then lase •run is T, as GLOW in above '0011114' S REtNfFORCING STEEL "1 a t&04, dIs/e"ned Mia- I tit' clear trot" rocs of cancra+• hnteles a>tlrsthw shown Setae Will wrtms we shpl•n .n abort table. 6 STEPS "I be 5A' mind, 0~I164 moat' and minchiarll Roo leu then 6' r Ing calls of tie structure and shall propcf a intft of 4 onctles ham point of embesdmrA 7 MNG& REDUCER, AND POE lar access theft shed M seemed Ih ,102 "waiter and heath► ps~ r typed watch Itla as" • STATIONS of owd"b andl•o so Y"P►ovennotid Or apply of eswer of sill". 9 FLOOR of waMor Uel b@ ~--WOOUW to a wVM Ina 10 900y of rote 1f shell be conatnched In one contlfwa aMroht,on, esceolt that Cantrectar afldll hdr" the option of placing a construction jQWtt with a too„ g,t„dhnal keyway of the aprnging Ira. II Deleted 12. Far pipe si=te not ishown, take tabled values far roost larger pipe. Use Junction Structure Type II for Da pipe diameters of 42" or greater and inlet pipe diameters of 30" or 1065. ORANGE COUNTY ENVIRONMENTAL N ENT GENCY STD PLAN AootovIsda<P1311 •� I I --Cl N •/son, OrIIdC1N at1+NC MrO/ts J Adootedl Rea• 77-92. Revised: e2 -71e JUNCTION STRUCTURE- TYPE II T 2 OF 2 N. T. S. _gc1_E t pp/� 24 C f.- • Li X ��iL. I'4-•� C• GALV STEEL N : ' S -EPS CAST • N PLACE a.�g'- - - 16':•4 -- -e.�. 36'x24" ECCENTRIC CONE -0 6 r in —102--39' : DIA S 3- V oi, / • TrPICAL SECTION S a 1 36 D ECCENTR'C ' 0,r, ' CONE MANHOLE 36"x30" MANHOLE PIPE / -SURFACE 541 T � •1 s� `r 7,, �- u '49 9 r_ Too of Corte Snd1 �. l� on �+ be D<oced 0 rn,nrrhvn 36"115" MANHOLE PIPE tt 6' Deb r Opt t Ism of 5.1x4 ,i4 24'.31A roodway Structls•al section or a T ' ' mntmurn of 16" 1 7 COILS 'h • below flnlsn r 4-A"$L7NGIT grade, which - :,,J . 'J. —± i ever Is greatest Ci 3 Vg'— 36" DIA •--3-(ler TYPICAL SECTION 36*'I D COINCENTRIC NOT're36"x24" CONCENTRIC CONE CONE MANHOLE A. I. See Std. Plan 630 -0 -OC thru 633 -0 -OC for Manhole Frame and Cover Details. 2. See Std Plan 1507 for Manhole Step detai Is. Max. spacing = 17" 3. Constrwetion shall be in occordollce with Standord Specifications. 4. The manhole pipes and grads rings doll be arranged it order of longer to shorter langIl! f}om bottom to top. 5. Manhole details shioll be subimittsd to tete Engineer for approval. 6L Paywra" " be filwhad a m**riiiim d I/On Qbm rnwililde f ORANGE COUNTY ENVIRONMENTAL "N'l,"OWNT AGENCY STtl PLAN Approved'- . C R. Nd/seer, Zlifeeror of P&PAC nae 1503 Adopted. Res 77-92 Revised: )site 719-791 , se -1 14 1 361 REINFORCED CONCRETE MANHOLE SHEET I OF I. •ev , .. CONCRETE RINGS a REDUCER f� Sidewalk I Curb 2 -No. 4 Re - 8ars LehgMa 2B+2!0" . ••'• 2FtZ'-011 Type `L adaptedroind b r - • • ' rectangular pipe "dy) ' Rectarlguiar pipe .. v UNDER SIDEWALK DRAIN Note: Type T adapter well not be insWled on Public Right Of Way. Any construction that aeates any angle point in this structure canhoctor shall kWO11 o clean-out. E TYPE '11 ADAPTER 05 RECTANGULAR size outside dimension PIPE inside dimension size A TYPE'L ADAPTER 8 C D E F L 1 5 1/2"x- 3 3/4" 5" x 3" 1 3 314 2 4 V454 3 4 Ve 5 V27 8 V2 15 7/8" 8W 12 161/2` 6' 8 10" 2 2 2 V2u .v -•P,ivivs 2 8 1/2" x 4 V4' 8"x 3 V2 3 15 7/8" x 4 I/2" 15 1/8% 3 1/2" 511 -A 5 I (,5 0- 11 A 4M 4 5 I (05 It 3(0 11 3It 23 3 I 21 I l ROUND or RECTANGULAR PIPE le R/W lite •L adopler t ' - Rebar . "Sideaal ' . odc of curb Face of Curb Lip of Gutter Rand Pipe RectGrOA r Pipe 4" Z I 611 = 2 8i1 = 3 15't - 4- 3 -ik -3-# 3 R IDTH OF RECTANGULAii DEPTH OF �- ' •': e ` - % PIPE PLUS 16'1 RECTANGULAR a A ' VARIATION O F STI2 P us 4"� PIPE L 4 rebor •. 4„ st3 6le DETAIL )?-+- 4A. CITY • '' . �����_' OF FONTANA. � I I/2'Ctearlr�' � 4 rebor 95% COMPACTED_- SECTION A—A RECTANGULAR PIPE NATIVE SOIL CONCRETE PIPE t TYPE "L" ADAPTER 4 S S�8 (i r.-�� 04 a 5"D �4 • 12"t leF— I 1• Inlet I TI - A lh2" Clear4 yti- �rA -04 a 5" I Var. I Optional Joint Scoring k Protection Bar (Sae Note 6, I t Std. Plan 1306) Curb _ I ------ ____ �_ = ====1 I rib"�-3'-°-�6-� Outist i 1 04 a 4" Lewl) 4" R. FIDW l% Curd Support (Sae Cyrb Support SECTION D -D 8 Details and Nota 4; Std. Plan 1306) PLAN * When outlet pipe is constructed within roadway a minimum of 30 (County ad Na63.0322,1960or the roadway structural section thickness plus 6, whichever is greater, shall be maintained between the top ofppeand the roadway surface. Alhambra Foundry A-1531-8,Apez Steal Corporation XIIOB or equal lit approvedlocking domes. Shipping weight (frame S cover)=130 lbs. Sae STD. PLAN 312-0 See Std. Plan 1306 for Lj Curb Support details 6° T 3'-6" Varies • 22"---4 I 2-0' Keyed Const. Joint �. H 11k, sloop 10 % ( Inlet j _•,: .. -�.t�� t _ T ` A:► 4:1 ,Outlet Sides and backwall' �Tf IT3'-0"T�� SECTION A -A SECTION 8-8 2-2" 0 Weepholes H T L min. H e- 0" ar less „ 6 7' 3.54' 10' 3.84' 8'-0" to 20'—d 8 " 14' 4.24' 21' 4.94' NOTES: r/4 - THICK STEEL PLATE PROV/OE .SLOT FOR ANemm BOLTS / OR/LL FOR SUPPI9A,;r BOLTS. / i11OLE /N srEEL 1XIV046, 7W. &ELcWO -/t •' o/1W NEL SON SrUO STEEL /TATE ,INC//O.PS ��ULL N'ELD� .v -•P,ivivs •. v la I I h� IM J v 0 P,�orE�rioN e./,P iii "oiA. �F!/L L i•YEL O% w^Pner A XT • ' 0. C!/RB OPEN/NG Pd TWlL NO SCALE I. Standard opening lengths,"L, are 7, 10, 14', and 21'. Other lengths may be used. - 2. All reinforcing is 04 0 12" 0. C. unless otherwise specif led. / 3. Curb opening shall conform to txrlrb allp[tnitent. ?, 4. See Std. Plans 1306 and 1307 for details and notes. 5. Sae Std. Plan 1308 for Loco) Depression will a. ORANGE COUNTY ENVIRONMENTAL 75NAU&WNT ENCY STD. PLAN Approved C. 4N. Nelson, Dir.cfer of AW k wants 1302. Adoptede Rea 77-92. Rented• Res. 75-791 -, e2 -710; 86- 014 1 INLET TYPE U SHEET ' OF CATCH BASIN DETAIL /10� ' DA. V10 .5• R4AfA1eR Sof• froA�Ysioni JD/NT SOIL ENGINEER RICHARD MILL & ASSOC. 9624 HERMOSA AVENUE RANCHO CUCAMONGA, CA 97130 (714) 989-1751 A DEVELOPMENT BY CITATION BUILDERS 17731 IRVINE BLVD., SUITE 201 TUSTIN, CA 92680 REVISIONS: NO. I DESCRIPTION A ID d ISF0 411464P 7 N. T. S. W1 413 f ;9 G .�X J1W-0 loeOESSIO/y,� HAM,y� Fy�� N0, 43976 'D Exp. 6130107 * 4 REBAR 3✓811 BOLT - _- -' -- • • GRATE ASSEMBLY DETAIL 5 ` (0 2,- alt 1, let E1.13l8.13 c S � a1sER 1 DRYPACK %811 WELD TO CSP 5TU13 e 1�Iv t3I5.83 t 5=0-003 Mil• _ 'P A. 113 RCP C 5 P STUB �►' _ �° ARCHOR BLOC.10 1.61, SIDE VIEW GRATE ASSEMBLY ., Go oo I'-311 1'-31' Ott CONC. LOWFLOW COAANEL FRONT VIEW C S P RISER PIPE GRATE ASSEMBLY 3 6 10 _. N.T.S. NOMS : �aal�E o Corrugated steel pipe shall be gauge 16 L and conform to AASHO N-36. Riser and stub shall be shop fabricated IL4my and galvanized after welding. Grate assembly shall be galvanized after fabrication. Of PREPARED BY: DATE ENG.AP APPROVED DATE THOWS I- BPA" -2: - REGISTERED gV1L ENGINEER N0. 41817 DATE -6/140/10 REGISTRATION EXPIRES 3/31/92 SCALE: BENCH MARK. CITY OF FONTANA BENCHMARK NO. 378, CIRCUIT NO. 67-5, 30d NAIL IN P.P. (NO If) SW COR. BEECH DATE: MAY 1988 & FOOTHILL q , • q • 0 ELEV. 1267.84 DATE 9/67 CURB OPE�t//NG DETA/L NOTES = /. 7114F STEEL RR07ZCT/O1V 46" X STEEL PC ATE SNq[L BE /it/STAL eEO 91 EifIBEOOEO 4 �47- E.4C.'1 Eit1,0. 2. SUPPORr BOL rS SH.aL L BE .61A111-0.Pi4'1L Y SP,4CE0 BC/T IVOT rO E,f'CEEO 7' O/V CEiVTE,e- SUPPORT BOL T S1 -1.4L L BE 4L /,�Aif1B,PrQ FOUNO.Pl' -/57Z OSP APP.PO CEO FQ U.4L . 4. BE 4- ,? 9// O� APP.PO!/EO EO!/.QL . 5. PROTECT/ON BAR 511ALL BE AL h'Ati1B.?r4 FOUNO.PY A-/565 !/SED' W/r/1 4Z A1,4iY1BR,4 .4- /S77 ENO.141a0e-,OP01YEl2 EQUAL . OR67P //VLET sr,PEE r O •. �\� ' c OCAL rC4h'51rA9N J. I l•. Ley' L, •.1�' .lt ,�i i � L ,4s sfloWiv �o,• ,r d • .. • : f:. "} 5� ' 1`414N WE -w L OC,4L DEPRESS/ON W rAf s rq CUT-OFF WALL � 6� I_ SIDE VIEW O 5.0' �n NO. 3 BARS -� - (TYP) HEAD WALL �O CUT-OFF WALL FRONT VIEW HEADWALL DETAIL CIN OF FONTANA, CALIFORNIA PUBLIC WORKS DEPARTMENT DRAWN BY: STORM DRAIN PLANS DAMS//6/9,P THE DESIGNEDZ K EITH � __:2 CHECKED � TRACT N0. 13325- 4 4 COMPANIES 0 Ec —Yo DETAIL SHEEP .F COMPANIES 200......,..4 a..Mme. CA.m+m. fix` F.k,;u,4 tiw„Z.•.k✓>�!/➢o FAPP� CIVIL. ENdINEER R. CC. FE 4 0 X907