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' uNl NONE III No MEMO MENS u r� ' ME SMMEEN MEQmmm - r _ , ME ONE mmom NNE M MENLM u VIII • . • IINMEN omNNIomom MMMMMmMMm11MMM MEN MEN NNI mNNIommommoommom �NN� - « N ��N . • - • INN . mom MONO n 4 :IIImom MEMO MIMMM11MMMMMMmM A " d • �. MMmMMMMMMMmM MMMmMMMMmmMMM OWN =_ � •.• • _ momINONE�I�IN�N� do INEM N mom MMME ommo �Iom m om ON :: ;;�NIN _ IIS N� IIS I I �II�II�II INI INNN�III� �1IMMUNEIN M «ININN MEN ommmoommom M I I I �NMMEE N�IOINN�NINNI ON ~ � I IISmom NONE MEQ ommoommmmommomm ME MEN ME M�MIIII BENCH MARK : BENCH MARK M. 224 CHISELED ` ' IN SOUTH CURB RETURN S.E. CORNER HAVEN AVENUE AND WILSON AVENUE. ELEVATION 1817.93 ' Gtprt/r;1�1.C7' Sw�e/�D �cTi�,�Rt,€'/6,t gem PE0 4A*rex-,4 1 PtA6uc IVPZXS 9=,UP,9&o i�,'rory 3�0-0,�S6E LEFE,CB,UtE OETAC,SN6FT ftp--) �• I :TOP' •1' U1116r. Clot. %4A t L 2"Volvo iwrwwa 11110aN- r t,tt trM tw•w i 1 j'i 1 — 1 r1 T•1� 1 r "CAR osnrJ. Wrul «to«., I I 1 1 1 ( III l l i f i 1` e�,.•"T lnK 1 I 1 1 1 1 IT 11 / III I I 6t•it►w ./stwf K ' q nMn I 1 1 1 ( 1 1 1 i 1 1 ,. N a Ittlnirrwe '091101r 1 [ N IT �� 1A 1 ' _ L r-_�_ • �N 1(1 1 iii char.• [ wet avmt It wr14 4WM ► •���r 1 ==— -1-'7 . 1 1 + .+ �� _�— �� 1MIrJi1 Il.lf ILL . CJIw Are Pt�4��0y v1i+nttTill�;MAAa+el3- apt SIATY AlleVw Atf COA, Itl •' 1 r'+ 0, ruTtwe �•• e• at9ATvt COrtitt[0 Illy, 1111 *VIN Ott►Ir«e 00 A CLCAA Of FytafrOM lTr►Tt E 6"t All OUT of 1►nt•a OUT . �TIOrI £L.EviITtON DETAIL OUTLET STRUCTURE OF 60 " R.C.P. TO CHANNEL NOTA FO,� �NEJp L7E.7A/LS SFE• DFL.OW •• ► e•ns was et•►ate e* set�..« tots rr•le .. �•: I I«•r.«•. o 0 •L«vo«clrrM ~ CONDITIONS 2-�G?.0 (60 ro IrINCe or roP Jt 10 0.)-s�a,us ro ftc 1► • _,,ti • •Rnan re ; r z •1 MI coRPs o>< ENANEERE SPEC!.,•>trEcaAl f+t•• Sher l'NC • / t PROWSIONS FOR CONNECTING DRAINS A : .o* .+us �t TO CHANNEL WALL; SMALL K NOTED s *C. ON OR ATTACHED TO PLANK vow' o►r Conti 11 LAP ALL REINFORCINGDIN ACCORS TQ P • + � .--• _ .k rr « 4AC1 34.631 OR MIN Of 30 CUW. • �`�w i SECTION 9-R ETERS. *f JTe e •• wi t «o( I T 1 K STRUCTURE DETAILS TO K 01AVM \` f•rt w• e t«A««t. WALL *t+«.O*CTwi /wt+«• I, AtI.o-If O.1►f TO SCALE OF I/t`*1 R. MINIMUM. T w rT♦*w ru w rf B I T'� I s-eon ff'to - MOT wNOv+eto Wile« "I ANGLE OF ENTRY AND INVERT ELE' ___ PLAN-TOP SLAB ••�� *c«' •T NATION TO !E ESTASLISMED !Y /A►tl TWIST T•«rw ••C(' rSaar No 3-- - ----- I "t• TRA lArtAl --- rL st CUT EWPOSED REtNt�RCiN6 l u • • ® Is HYDRA",LICS SECTION, CORK OF Ex- 7� ' •a• a t"Te STEEL AT CENTER OF OKI- '� \)To► Or Al. jT* c . t as t Iola c«•w 11 w •* IkG AND •END INTO TOP. •f W rr' � 131 61w-ERS. A i Apt w -T-rT. u«t - QP.Of ESStph c- -� ►� } 3000 ►G.1. CONC. SMALL K USED A I .APIA a '� '•~ SOTTOM, AND WALLS OF •T `�h p,,00)v Fy _^ FOR STRUCTVAES WITHIN THE CMAM- �, �S "of ; JUNCTION STRUCTUREl R.0 M 1 •sW+t�' . SEC- ii A • f'ste•wf NEL R/W. ! O 1 1 116. IMII Tom++ _dwh - or— ' I "�� Iririi� TION C-C IS NOT REOUtREO K ALL OARS 11110 & 12` UINIfSS OTHER- R C Art* 6- R.C. Arco • [tewslsllAdlbvt ON CONSTRUCTION KANS. SECTION C-C WISE NOTED. s up ) vmgu It 1? < !O of - I B1t M 07th 11 R►pI-�A71 �` �1��1- ' .•� , 1 X M VS9 cntt s j 1 elf Of Ckfila ! 1 _----- 1 L - •' cont! jl e/Oar o•O►cA _ _ T �r KCA- (/w Conti- •St r« Rett O• t- t>,+ft • 'r*go Or !*►t r. CM. WALL t "MS SECTION B-B. //. e/N, e«T •at• •wov«e *c► • N. :- Vs."Tr«e •A- Kee" -- - - - - - �. .-�_ ..�"'�trnT.«s t«+wwtt vwat I rT«+«. O• f Cl[•q Of 1 1 1 1 it fill I �T(lRpNt! N --� ---- -'� 1. Time AortlOrl?v P" e!frve►pa►ce o✓ con"Wres,n. I, flltN Ilei Itel►ed 3'_I?•. T - ME••ovt 1 1 1 1 1 I 1 11; 1 I ► 1 ; - [•osTlre sew, �Tf6 o►TjA a Ts B Z Reinforcing stetl ear serer, sooanp, pattern and cover ever IAV s/tt/soel/ be SEC ION A A � TjAIArcAI Ste Note J y/ Tt) .c T. fell Lwtnr�NOT TO SCALE I 1 + 1 I I 1 i st Ibl/ort: � Batu to pot one for to arch-Me► of les section t Arch to pipe- that or erca section. •�II.(uT --- rc ---- , ''+ PLAN Arch tv arch- that of arch section novinp the Mvc*dr wells. i � � - -- --- j vat ST+Int* wou ,Met ! TM ler MnOtAs she//wry rnrlerrnl, IAreepAert tM Irer►si/row. I I �c«.««c� arvt*r --- _ --'- N W»c« /o"'KI ® AODEp SLOPEO PI�TEGTNOrLJ 6AR�IEI' . .�• T71t concrete /AKAwtss-JAoll be as/dMrt �� r ' ' • ' --�- 1 Tarte POP Pat too o►ch to p/pt-Timet e/ Orr* W IMP secriov _Nett rhe cr,tTr«s *tw►• r' `�' -- t•nT,*s c«•+Iw•l ►«vent �'�. D r (Npo)w rTsto Mor0,4111'or i It,* dr X wml!Moctwtss ✓Me 01,00 pies 4 AneAts is fro ofer, in which case ' ` 1« c«•««n Ilw. I r —' . . 1T/0(Arch) .� time concrete IAicsotss small ver, rm/orntlyfrom /hat of the arc* or '�-"• ,I corftcT[o •1"` -� DESCRIPTION o f REVISION las section to?hot of f*e pipe wall plus 4 orates. .,� DATE APPROVED •t, to *,-CA tiff orcA /a arc*-Met e/Int eljerwmy 11, or MCA �rCT STs w/.Tl.f+ew ►rrlrf ntl«A. �� e. s«c•• wet � section of tech enf d lime Irtwsilion OnA shot/ rtry Mrlerorl, �.• •••«+e«t•«t Ito r ' .etw.tn the two ~s. er .•411* ••••Ire• • owtTt,«I CITY OF RANCHO CUCAMONGA -�IP (See INH. SJ 6 TAf interior slrrltet tMll be so.eeM I+I eery ewilerovty l0tlt►tn 1M two • I NCTIQN STRUCTURE edie/n►og sections, ,LUENTRANCE SECTION E-E ELEVATION PLAN 1. At pop0 jencfere, ar1/0t0me-0 P sAv##t S suMchtr ler erre sires N !6 ow0ts AT CHANNEL INVERT FREESOM AND PROFILE I or lass. one I rwcmes for pipit et war 96 rachet. I6 41roy 000 petro of is Says. NOTE' BEFORE USING STANDARD ! WATER SUR'r71C£ TRACT NO 1 I 7. Raytf cens►rrct►ao joints ellM servlt f►A►tns;tns et Mt:e of Me Mr THIS STANDARD CAN ONLY BE USED FOR PIPES 60-INCHES OR EACH PROJECT MUST BE �_ 1 or ercA seclies slay 1e cel•rivo Mroa/A /At transition strectere of Mt .�►� p ' �ftv. we •,0lieo. Ste Sec. S-B eeove. LESS IN DIAMETER. PIPES WITH A DIAMETER GREATtR THAN VERIFIED WITH THE CORPS a- I T1/e rrensi►io* strrclwe ~M Coarfrrc►0f AT tccort/ence rift the tonere/ 60- INCHES REOUIRE A STRUCTURAL REVIEW OF THE OUTLET OF ENGINEERS. STORM DRAIN slrvcttreJ*flet Opp/yMv to IOP M arc* ttrrcteret $*own of Int project T- - *. ra crew/wEs. STRUCTURE -�OI:FIT OF,PIP!` -�. x1r�RSEo+:s aro. ons NO2_0I45 DETAIL SHEE T • `rag(Arch) l Ste Abd J 1 V "M''�- R'[vts+O+ri LOS ANGELES COUNTY . ` M--M -�- • CRs TA� •••• ..r. ...•• •,•.• FLOOD CONTROL DISTRICTAPPROVED BY DATE �g Y TRANSr" STRUCTURE ' �� SuTtow A-A NO. I CITY ENGINEER RCE No_2 66 ;7 .t, ►Ud'1 • ?FCTDESIGN MADOLE AND ASSOCIATES RECON ENDED IOMa i:h •"-' �.•� J.L /ILMI. CONSULTING CIVIL ENGINEERS 1s•idt - AND LAND PLANNERS DRAWN 1820 E. 16th Street SHEET SUBMERGENCE M SANTA ANA. CALIFORNIA 92701 A DETAIL OUTLET STRUCTURE OF 66 R.C.P TO CHANNEL CHECKED 4 RCE No. 14A14 N� o . - NoT TO SCALA K.M. ATE FILE No 7 ' *P* S.D. DETAIL SHEET SHl 11 IMP PLN - 310, 10711`F: 000 493 29-Mar-89 08:51 AM / 375- 1022- 1 SNEER I I of 24- .,N -57p-,-1144 SIM. ABOUT 4L __SEE HINGE DETAIL I s I } ♦E _ � ISH. S. 6 8 7) --` r8 e01T5 2' 8 DOUBLEEXTRA r I �♦ r� c ' TABLE 1 INLET/OUTLET SLOPED PROTECTION BARRIER PLATE S. SEE STRONG STAINLESS -� PLATE S DETAIL 4 x ♦ FILLET, TYP, ;0 BOx SIZE r _ _ STEEL PIPE - w W w x H OF HINGE VERTICAL BAR TOP iRAlNE I SIDE iRAME BOTTOM FRAME A00 ♦-•5 Z' - -- p �� (FT.1 HINGES SIZE SIZE IINCHESI 'MEMBER SIZE MEMBER SIIE tdE1MBER 512E _ - ir-" + ISH. 4) > _ 1 • •t . BARS 20' 1 1/4' a SHEAR PIN 5/16 NOTE 4 x 4 LONG. BOTH STAINLESS STEEL TTP. ' TOP FRAME MEMBER < H / # r I I FILLET I. WHENEVER RCB SIZE FALLS BETWEEN I H _ WAYS EE S WN k H J �_ SIZES SHOWN 0 THE TABLE. 3• ! i I I I I I i ! i I ! I l I I I ! I 510E FRAME MEMBER i Q< <�I:e � �r 2xt1? , �"C �xT:211 �-4x7 25 • �Ts-�=2x 25a TYP. TYP. -- I yt THE NEXT LARGER SIZE SHALL BE USED. ' CLEAR PL 3/8 SAND PLATE vi y/ 448 t 2 1 12' 3x1/2 �_ C S.4 C 5.9 TS tK3x.2$0 PIPE TD 0 (OCEAN OUTLETS ONLY) W� ov,W= 6x4 z =I/2 c 4x7 z5 c 0.7 25 Ts z=zx.z50 _I 2. ALL FRAME MEMBERS SHALL BE ASTM A 36 STEEL OR BETTER. z SLEEVES TCP. PL 5/8 =LLJ !1.,1..1 ��1J..� +C S"' 4) ( �� oz'" :6x6 2 U8• 2x11/z C 4#1,23 1; 9x7.26 T3 2.'3=2.$x.230 `f zl Trl�rl��l� (��ttt�-� Mto-MEMBEa _ - -"- � PLATE r '• NUT B 3. ALL HINGE ASSEMBLIES AND BASE PLATES SHALL BE STAINLESS L 3 x 3 x 3/8' d� upm 28x8 I 2 ; 18` 3x6/8 C 3x9 C 3x9 75 3.;$x3.3«•2'30 + ------- ------- WASHEtZ R IT STEEL. n >IIO $ 18. 4. It2tt)/2 C.b�ib.S C &xt0.5 T$ 4.5x4,51, ' BAR FLAT VERTICAL p0 ~ ,8x4 5 -12 --.Ixl/2 - - C 4x7"25 C 4x9.25 TS #*2x.250 _ \� }• SEE FDETAIL 'C' K BARS O 6. OC MAX. %V 4„y�a .-.-.- _ _ > 4. THE CONTRACTOR SHALL MAKE ANY NECESSARY MODIFICATIONS TO (SH 41 p W p$1= 8+=6 3 12 2.1/2 -C 4x7,23- -C 4x7.85 TS #.S=Z.5*,2'FO� I �-. ADD 4-x5 BARS CLEAR ^- x SH. 4 o. aaA A x ! Y E 20' LONG. BOTH WAYS SEE - ` '"-- --"- ALLOW FOR THE SIMPLE REMOVAL OR INSERTION OF HINGE PINS IN + o 6.W $■ - 3 17 �3xt/2�M C 3.9 C 5x9 Ts 3*3-25_.4 , DETAIL 'D' SECTION IC-K ORDER TO INSTALL OR REMOVE THE PROTECTION BARRIER. ENDS BOTTOM FRAME Ws x�oh '$ t0 3 ?2 - 4 t/2*1/2 JC 6-)0.5 C 6x110.5 TS 4.S.4.S=.230 t1N.) (IN.) (rN.l SECTIQN E-E ^ OF HINGE PINS SHALL BE THREADED IN ORDER THAT NUTS AND MEMBER N m xu 0x ) - _ _ ._ S 2 I/2 3 I/2 _ r o e 3 t8` xf 4 • __ r 2 /2� L *7.25 C 4.725 x ----- - -- TS 2.5 2.5x.250 a. _ - LOCK WASHERS WILL BE FLUSH WITH THE HINGE PIPE. THREADS �� ` ` UOxB 3 (8' 3x1/2 C 3R9 ww C S}s_ T5 5x3.5..25- 6 3 4 I I/4'■IB I/r EYE BOLT. BEYOND THE NUT FACE SHALL BE DAMAGED TO PREVENT REMOVAL. $EAI MI TR ASPHALTICPERAME K MIO-BUMPER. SAME i mu P40TES o a o O 0-30 3 }$ �4 1/Zxt/$ � C"'6xt0_g C 5110.5 TS 4.ix4,lf x.$� 7 3 !/2 4 I/2 BOND DREARER SO BOLT SIZE AS BOTTOM } A a �� t. FOR FRAME MEMBER 511£5. ij,n N ¢Z _ _ ITJ FRAME MEMBER W SEE TABLES 18 2. SH. 3. 1.j a2W< 'ri2xly '� 24 #■11!2 j C{fig L 5x9 t$S fix'}*.p e 4 S 41/4 ,1RE E O 0AFTER MEMBPL 1/4 x 1 I/2 5. ALL FRAME MEMBERS SHALL BE GALVANIZED AFTER FABRICATION. 2. FOR GENERAL NOTES. -p '4b,W 2 !?x8 "24+ 3xt/P 9 4 5 CURES 4 I/2' * 0'-I I/2' SEE SH B o- It I-�; _- _ C. 3x9+ _-a 3x9 T8 3F5.35x.25C PLSHEAR PIN 6. IF FIELD WELDS ARE NECESSARY, GALVICON. GALVALLOY OR THREE HINGED INLET/OUTLET BARRIER _ aN ��F� at=ID ) 5 I s4- 41/2x1/ ! :C6xt0.5 C6xao.5 TS4.Sx4.5xhAGENCY APPROVED EOL1aL SHALL BE USED FOR COATING. HINGE CLEARANCEFt I �F 18' HINGE DETAIL (sm. I a 2) DETAIL 'D"FOR RCB IING LUG. SEE xuis oot,� f4*E 3 j 24' 2 / C '5x9 5-�j TS 3*3*.$St1.aa0E7. MID-BUMPER SHALL BE USED FOR 3 HINGED BARRIERS. LIFTING LUG DETAIL 1 0 14x8 $ 24 " xtl2 fi 6:t0S C 6■t0 D TS 4«4x,284 DETAIL BURN+- _ - I VB/ 3 24 4 !/Z*1/2 C 9x1275 C Tt2 2TS3«5x.230 ---, FRAMESEE HINGE DE_A!L r Z 114x)4---_ . -. _--- BOLT - PLATE TSYM. ABOUT t ISH. 5. 6 B 7112'-0' MtN.I L1 H ---- --_- MEMBER r 7/8 c 9 c 0' 9' PLATE T 6. ANY DEVIATIONS OR MODIFICATIONS TO THIS STANDARD SHALL BE � SE SMOgE 9 _.__.._ r - -___ .- _ __ __ ♦ APPROVED BY THE AGENCY. SECTION B-B ISH. n •M 1 v2' 6• I I/2• EAN OUTLETS OR WHEREVER THE TOP SLAB SE + -- TABLE 2: OCEAN OUTLET SLOPED PROTECTION BARRIER 5/16 "-r BOX 5111E ` �� -- -' LIFTING LUCK TYP' > l PUBLI _ OP SLAB THt NCREASED -- 1 - �- ° x W x H ' N0. OF I HINGE I VERTICAL BAR TOP FRAME SIDE FRAME is M FRAME DETAIL SOFFIT BY 3' IN ORDER TO PRO R THE HINGE TOP PLATE. (SH. 4) �HtNGES 412E SIZE IINCHES) MEMBER SIZE'MEMBER SIIE MBER SIZE _ THE REC 4C F.LLED WI H N D AS �L y TOP FRAME MEMBER -- 11 I/4 4r 1 4x4 2 l2' 2 1/2x5/8 C 5*9 C 5 TS 3c3x.2S0 ------'•--- SIDE FRAME MEMBER EVERY o - -- __-- -- -. -.._. PL 5/8 -_ BAR = 2 12' 1 3 3/4x5/8 C 6x13 8.2 TS 4x2x.313 SECTION F-F 5/8' VERTICAL BARS MIO-MEMBER L Z' a DOUBLE EXTRA 5/16 TYP. 3• I ! I I ! III EVERY _ """" " " - - - -?- - -" - O 6. OC, MAX. L 2 x 2 x 3/e I/ • (TYP.1 STRONG STAINLESS + 10. PROTECTION BARRIERS FOR RCB CONDUITS SHALL BE SLOPED TO I/4 "' 4■8 2 12' S 1/4*S/8 C 8.18.75 C 8x11.5 75 6«2x.250 STEEL PIPE FOR W _ w- _ SWING OPEN IN THE DIRECTION OF FLOW. CL A I I I I I ! I Mil i •Ci Sm. 4) OTHER �.-. _--_- ---_-- Lui , ' ' ' + BAR I 1 ; I 6■4 I' 18• i 2 1/2xS/8 C 6d ' C 6.8.2 T5 h3x.3t3 • • - .L� _�J_LA J�_ MID-MEMBER e �6�6_ r 2 ia• t 3 3/4cS/8 13 C 6x8. ^ � BOTTOM FRAME _ _- __ _ 2 5 x4x.500 -� __._ DETAIL C SECTION L L II. MEMBERS SHALL BE SELECTED FROM TABLE I UNLESS OTHERWISE L 3 * 3 * 3/8• W _. MEMBER PL 3/8 SAND PLATE BOTTOM 6ce 2 VS 1/4.5/8 8r!8 75 C SxILS TS 6*4x.375 \ EVERY 1/4 1_12 -- --- (OCEAN OUTLETS ONLY) FRAME < 6x10 2 te' 6 I/2xS/ C 9x20 C 9.13.4 TS 7x4=.375_11 B i NOTED. OTHER MEMBER m -_-�" - 9 -PL 7/8 * 9 r 0'-9' AR BAR FLAT VERTICAL d 8r4 3 1 12' I C 5x9 C 5x9- 1 TS 3=3x.250 11/2' 6' I )/2' 12. DESIGN LOADS: _ _ I "/16'8 A. INLET/OUTLET= SULKED EFD 85 PCF BARS O 6. OC. MAx. s o "-- TYP. '/4 pt }/e SAND PLATE HOLES. N 8. OCEAN OUTLETS •D SH. 4) 8x6 3 (2' / 8 C 6-13 G 6x8.2 TS 4-3x.250 � \ EVERY DAR��' � exe 3 12' S I/4x5/ t C 8*18.75 C 8x1.5 TS 6x2..250 N TYP I. 1800 PSF Q SAND PLATE AREA t• FOR H= 4'a 6'. FLOW r -_ END PLATE 2. 600 PSF ® LOWER OPEN AREA rr ` t/4 1 1/2' FOR Hx 8'9 10' o �ex10 3 6 1/2.$/8 � 9x20 I C 9c13.4 �-TS 7-3x.2$0 - T1 v --;---.-------; wELDEo To SECTION C-C (sH. u DIF 1 1046 3 !8__-3 3/4x$/8- 13 ! C 6x8.2 TS 4x4x.3_13 , FLANGES - =i ♦ _ < 10.8 18' i S 1/4x$/8 ! C 8x 8.^ C 8xIL5 TS 6*Oc.313 AND wE8 OF BOTTOM fRAME III tl ,• <� A 80 TTOM FRAME MEMBER J ---- - _.- _ \= SIDE MEMBER V FOR H. 4' a 6' 1 I ITZ f (7v W --� d IOx10 3 - -IS* 6 1/2x5/8 i C 9x20 C 9.13.4 TS 7x3*.313 1 1/4 I I/2' FOR N• 8' a 10' MEMBER f. I -- - -� I SEE BASE (SM. 41PLATE DETAIL oImo., 3 24 3 3/4x5/8 C 7■14.75 _ 9.8 TS Sx4 x.31} a a ~ 12x8 -3 24' ! 5"i/4x5/8 C 8x18.75 C 8x1. _ TS 6-4x.375 ------- -- o r TWO HINGED INLET/OUTLET BARRIER SECTION A-A Nt o<Io 1jx�o 3 24' 6 1/2x5/8 C 9x20-C 9xt3.4 TS 7*4x.3TS� I TYPfNLESS STEEL. ICAL FOR RC8 I j x ` wx6 3 24' ; 3 3/4x5/8 C 8x18.73 I C 6.11.5 :4x.375 3/4•e x S' LONG NOTE: Q --' -r---+-- -- I -t- - -- -- FRAt+IE 1 14x8 I -3 I 24' I 5 1/4x9/8 i C 8x18.75 C 8-11.5 TS_61 75 1/4 ANCHOR BOLT, TYP. MEMBER FOR CONNECFOR FRAME ON OETAER tILSS SEESEE SHB�ES I $H. 3, _ 14x10 ) 3 ( 24' I 6 1/2xS/8 ! C 9x20 C 9x13.4 TS 7.Sx.5 SECTION M-M PLATE S DETAIL BASE PLATE DETAIL (sm. I s 23 SECTION D-D Ism. I) AMERICAN PUf JC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PRoruuuTm eT TIE APwA4W STANOW PLO AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER STANDAM PUN AMERICAN PUSLJC WORKS ASSOCIATION-SOUTHERIi CALIFORNIA CHAPTER STANDA11D PLAN AMERICAN PUBLIC WOWS ASSOCIATION-SOUTHERN CALlORNIA CHAPTER trANDAM RAN CI TM/:ten SLOPED PROTECTION BARRIER 360-0 SLOPED PROTECTION BARRIER 360-0 SLOPED PROTECTION BARRIER 360-0 360-0 AMERICAN PUBLIC WOR K3 ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER STANDARa PLAN SLOPED PROTECTION BARRIER Imo.w�H�ANDARO tAT�N.�R t w�t�T t�t�l �3�0 t�4 0.a SLOPED PROTECTION BARRIER 360-0 ---- IpIET B OF/ 'CORPS OF ENGINEERS DEPARTMENT OF THE ARMY • •• SUPER-CRITICAL FLOW � • SUB-CRITICAL FLOW • RE/NFORCED CONCRErF. RECrANGMAR C��ANNEL (HIGH VELOCITY) (LOW VELOCITY) PIPE SIZE ANGLE OF ENTRY PIPE SIZE ANGLE OF ENTRY SFC TION DA TA OUANTIT/ES REINFORCEMENT STEEL SCHEDULE o STA TION L/NITS S/IE THICKNESS s IrEc B/ B2 B3 B+ ' BS B6 B� B B �GBARS A� 2I" 90' up ro 3c> 90• /fE£TI IINCJvESJ Iii W H T ! T T �/1Y f7' a VERT. /+=me A ✓ERT NORI1. fl _.� VERT MMI B VERT Aow. LIRA VERT. AOW B� VLrRT /IA4/I a .YP/I SIC �+ '1 A � JI OT•4G ALL$ SL/ts o- w iROAI TO / I 1 J LElN1SJr1 EAST►/ weA+G' � W1LFMGTM £AGTiv Ei1G'TH M AIG AGT►I Tt/ T1,+ C tiG7f► ,Mc EAgTtr 24=33 60• 36=57 45• 942.20 /T/ /I ' 9 3 201 7' _ �+ A _ l2 -440* /o.9 y l -?' 9 0' /T` 3.9,E /03,?.8 a 5/ 9„ Q6 4 /leo= ` 5 =71 5 zq 'S� „ '� / , 3 p /o • *goo I-o=/82 /x)49 S s�' 45• bar'a3o over �o• BF /l/o- 8� / - p q - Z3 9 >d 13-,Z I-93 9 6.7q l '� 8 No 8� w Md Ow 30* 9�0 98. 9 7 i7 / ll" 17 ' q • I I / I � r r M w ! . /r / n / /. 11 / A � q � 1 � . 7 ' I1 ' S .rr` //` Z..?y 512.9 �/o /8> I/ �/o /D 7-8- 80/0 3 ;Z -fo X14 /8-9 / ✓r &�� 9/o l:� !9`� 9 /3 �/o - to �D 3 �iO 7 11 b 7z -4 SUBMERGENCE A is 3 9�/f I-1.�7 /7� // ' o" oy 8" /,23 �l3_� ' 4�/I ��/l� /I"8-3q ' �/I '8 /S~ o~ '/,5J �� /'D" 4,� z 6 /�o" 3o/I" =,�' q�/I'' 6 '8° ,�'�//" - y �a z8 3� 2,F)VATE S 26� FRS E� i _1)Mi4TER SURFACE s q _ VIATER SURFACE 9 7/ Y✓, 5 7 4. MINIMUM 0 i------- -_---r SOFFIT OF PIPE SOFFIT OF PIPE_____-_ ._ 0 o • 0 Q A2 �/✓� G.1/r!T/lf r. STRUCTURAL NOTES ' GENERA L 79 _ , z O. /^,� 1� trrEAR Eta SS CT1fRVlI5E�9�OR'N. rou BE 1 14' _ y PERMIT MANUAL S m � boW c�1 t / ADINTIONAL NOTES FORS_PEN CHANNEL CD L Ca 1tM et106101a SIMu K KA U=IMIZtA XU'f oR t3EMCALLY 1. Lm1 invimAL sna g1Au Towun rA lmws rw T*Amstr w NOTE: BEFORE USING STANDARD STANDARDS FOR TILL "w1u, AND t►AAun 19 as AT staff "LES (in 081AtT) exPA3es1oR �tor>rrs. EACH PRO,tECT MUST 8E 3 "7ve � �` to QIITiRIu[ 01 ODn01►tT Ot M N.Nr DIGIN? AS dltl[titfA l�IdM. -(-` s. A4.c TR.Nsvuu ,axra sKAu eoNPVRr To STo. rc.A1 ase. t. tnAATstr[AS[ jDtlrts s1+Ati K t►actt Irt tIl tM eo FIST W M LRa VERIFIED WITH THE CORPS ANGLE OF ENTRY : a39�9 1 1 WM Io rttT, 1CAURD GLOM IK cs:�rttntK a GIW" M0- tsavt OF ENGINEERS OF STORM DRAINS 1 As s wftIu s+1ow as TK 0111m u. emeAW_ * OFFICE OF THE DISTRICT ENGINEER Q v^ •�� 4 .� 3' e►EII %a ILCTIM VITRM CLa tCc I"IrIT�1011S. LOS ANGELES. CAL3FORNIA LL I ..� ,�. I•Q• 3QI` .!& 8' WAL T$ MMRO AFD LESX•M TOOOL Oil INV ER i/Y' OM B/ •••` e4 O' �• �►� 4. KL KCTAMRIIAR WER od1M111 WILD POU K*1 11CCD Ie .0 M <���/ !. TeAIEvE>fISE [II►Atri10N ,10iM MALL NK K RACED Vnw tR law WTM SttMfD+YrO /HYING 417 . LLCM AS $'MINIM MOM M TIS Figure A-11 LSI w�f _ �CovFlr � ' s A Pt . `t* OF IRIiTi. _ �-1rt%C �' A. TIgRSIt[?Z6[ [xPAtRt1011 AAt1RS to UKU AIM !alas DOLL [K p 1fE S. MitP OSWING $HOLM NI1O LL Mt11C6. I! CUNTLD SE[tt7Won, TIE H IMI Illi/1 YK SING K iAtS sacs I10T ttCL CQ 1MAT yA:t� a TOIf Q /I So%AKSArON .IOtsuNTS ultw.l(tl K NGOW NR LWILL K CYIlTEAI M TYPICA $tCTI014. STELI WALL K 1LMU RMIALLT I" TW -. �M►4 Lon�i/trdiao/Bars WIKTAYCtItsM. twItI11t11 S►ACI1K. 4mW1r Spaced T. TK UMVfASt RETWOKING MtL WU T[nit SM NIIK ANG DIE-IOOIL< Ii. AT TI[ K610 t118 AN* tMtw& M Kt 1011116. A WVLM CWTAtR M ADDED SHEET 1 1 A w IRGdS rw M COACTETL SI wits OLVIS OTT wfu MOMS NG TIE KIWMCMIR tOtlrC'SLD W DT. D4. AM h MRS 11IAL1 K PLACUD BY D.G.& A. o �B STI I CTWAL DETAILS. F , TIIe[i IIIOKS FtNGt 1T1[ TRAI6KDSi [IIlAOtatpll ,IOtYT. �- /C/ �/ BZ _ z 3 2�t �ovE,e• 3° C, Loins rnca of aolloEt[ IEwu MMu K Its USM 0 KWM. DESCRIPTION OF REVISION DATE � o APPROVED !. ID WLiCU a TRAI6YE#SL MLL NtIf1/COMPIT VIU K KMttr D IID 30nE tNA11 110 SPUCtiWMN yNAp gild, get ?K �t ILYf[ fIM TTIDIKiM►�CBOCITt�tliAt MR DETutLIt TAAj6vtRn dDtxn. rtICU You K STAICIML INYER?_FINISH �E� A :T�. CITY 0 F RANCH 0 C U CAM 0 N GA ey 10 UPKITM11W Sett $MILL K LAWD 24 NL-I►Ef AT SPLICES. CHANNEL INVERT SiIRfACE SMALL St m, /iLQIl1�l/t!d)710/ a TROIIIr0. FiNISti TRACT No. 13851 i Of ~ --1 S 1184+« M ..iv"w rft" - Lf) m // v -7 1 L•Y ' RF'CTANGULAR CHANNEL I I I E Storm Drain l DESIGN DATA oRANcl c �c.7 I% o Ca �--- _ - i DETAIL SHEET CL Loads Z'-� s L+�!►4 Lon�/lrndino/Born WALL BASE E.T1ernol 9,Z v s.f E.F P. * / APPROVED BY: DATE /---� Eowz/y Spaced Plus HSZO 44 ! CI'i'Y ENGINEER R.C.E. Nn. f3 LONGITUDINAL CONSTRUCTION e/O/NT � c� 1c : /BOOp.s.i. RG RECTANGULAR CHANNEL- nl;1<1c.N T YP/CAL CHANN_L S�'CT/ON OPEN CHA NNFL /r •90000.s.i. ! SCHEDULE AND DETAILS �ERBISH, f DGA GUERRA & U LZ DoT To sc.NCE E NOT• Til.SC4LE I r 24000 p•s.1 ...1•N .4r•.IKo wec• s ASSOCIATES n 1t1�IL_ " __ °" uK,aA� �Itt,t r S•D flEv_1s1oPt5 t 082[ e'er' ( DGA (ML EWINEEM • U1ND SURVEYORS 1 1 A O F' 13 CD0 •.. Ialraa:-- �....��- L_ tCHr;ChF;U 8337 UTICA AVENUE SUITE 150 DRAAI\G .No. Cl- RANCHO CUCAMONGA,CA 91730 1377 O C R C D A '�. CITY (9D9)Ds7 WEAKENED PLANE ( JT. TYP r- to' max----� s NON-CONTIGUOUSR�•_� L� S /W 4' MIN I 1 I I r e'a' SIDEWALK - 5!0'~ - ,da _ I I i EXAMPLE OF WEAKENED PLANE JOINT rs.- a'o',... � � ----------- o nurse.. --------- - - NON-CONTIGUOUSI�) I -- _ ALTERNATE N0.1 7,. I I ALTERNATE N0.2 SIDEWALK si.S.1we.F,. E• �_ 1 1 ,�,., `�W"WING" APPROACH MED.BROOM STRAIGHT APPROACH �" 10' MAX5.5'R EXAMPLE OF � ee,R Ara. wc«a --6=o•..,te,tMr•N1n1 rare J• EWrrEOM1w'N•r••w I I IGUOUS r^,,,,►K,..r lk,s W""A.asI•.Erre.A COLD JT. OR I A , -. - -�sti,•rM•w IL ow PON SCORE UNE I I, sa� 4�/IN 0"C.F. 1-21511 ( 0"C.F, SIDEWALK t�71 ' - els s•t•nn c� n.r.Err CURB do GUTTER 4I- ----4- _4--- c B WEAKENED PLANE `-t ROUNDED - -- R , aaf 6100,,w��`o �� ` ��"~•" � � � - •••�a waw,nae�Il+lr� r:i -T A I I A CC dwa... ft Mimi El�rrs ?jw Mr....r �.vel w•c..^•a X=3' Xw3' OR COLD JOINT I I I 'i ' terN it"r,rM a~CAMW ''�"" - r•,y',,,,t„ `� �awE e1r aMw r WEAKENED PLANE W 12' MIN R I MEDIUM BR60M 1 6 MI�I tnr/0rolrr �`Boom* 6errra W 4-b • srrr.r _ ek,0.1* a 001At. Sw•rWrAr Eben�N°r. W COLD JOINT I �d/ +as naAr� N! .".,uerreo s weew �b�A�+aron wear/r�ir 1/2")R 3�4"LIP » t(1TYP) -=- a `t r tame.+►to v rAWels � y� , SECTION A-A 1 I I 1 I �c+e.a eawwrr R 'W" WIDTH OF DRIVE 35' MIN TO 50' MAX CURB --- 0.5 alt �TjA N,wi EErw. EAo POST CEW OT NMOL ✓#r F �Cr7t10L/ER lUet!iAq Mb W NAIL w 4" SHINER /4" LIP (1/2- R) 5/W �--� GUTTER T1Pl'CAC SECT/AN err' rI £L£YAT/C7W 4' MIN EXPANSION JT. EXPANSION JT. AT FLOW LINE 1/4- PER FT. REMOVAL LIMITS REMOVAL LIMITS .�► 1td•irr. ROADWAY SURFACE : t/2"R SECTION B-13 CA c »swtt..,+1 -.. -. -L•-5•» tr...aMr.a1Aa11 s•A+,wr ensaArr '6" PLUS CUR8 °-r- - l,,• -,� HorEs. siop"IWY on TYPE R-1 ti� ; { �_ erri , m, :,, . �,.,. .�, HEIGHT MIN I 9 { #r-arMAW � � 3 � �� W VW a tY tI! •{a•d•7'f 1 r Hrara rM!/Er w.ASOE. (MIN) fy aalr e 1 olive / 011100.10 ~COW% i 1 1 Ilii►a4rY W a / Urso.I' 0/E eel hr,m1.wr bre 4Mr'c+a� nro.�n 6s't USE ONLY WITH PRIOR APPROVAL OF CITY ENGINEER 1/2' R. -H' VARIES FROM Fula CURD HEOO AT a saw mwtaC•l, 'ONOPW•"°"a"•""'�SAWAW so""•"'""p°"� ` " STREET TO ZERO AT SIDEWALK tem. �� RETURN TO � 'r i � � �Aw w a* I Cw'••ww�Aaw..rCAr w serve•w^1 A A1r sir •ae~t res "M wrerb'�ia sew es POURED MONOLITHIC P AW me 1 + oti7k s's o Ower a ay.+1rA.a AvitMEM rAV.rmw•/ai WITH DRIVE APPROACH. e�w•f w.eva, E ; a_ - els i.r+ a'�**JAW"A�C�... .whrs.r w r AO i f,veal-�l M o"ro N ttb/r :f - �•_. EN17 PIAT£LEYAT SrECTrON A•A SIECTION 41' r Ata.te.•Iw 0»1*,tiar 4r arrwra..•.a.ares,Ur Alan nsr•erern.•wrwrl p+rE.earc411r Nlrt o ar.a.Eer N+PM U CONTIGUOUS 00-PAW p Alloy r..lE J0...l,•✓wtAr,awr, aYII vents'� S J 1/2" R CURB HEIGHT PLUS B" min. d0jew,.,a„ 3 •IM•r".i all almr,olrar fearle/.AMM b sk" SIDEWALK SECTION A-A %r isk caw- »aa'*• 6 A00mebri ara.a,aW Of ft*w.rM«�*rrl0-•w oa.Ar- '�•�Abet faror"s alae 0. Fur wwals &v0%ftw+�+t^W ale.,r Eve stardbna WEAKENED PLANE JOINT (TYP) N NWN Mer W 141r►M + - S. __ rr/d" 00JAWN•aq Dram e r r-5•. B R=2' (TYP} • �r ,r..r.,.;n ftf Asw swan..• Urs=t. tens' e 'A' �./ MOW�off.o4,.rar r e Sme"Jett res•.A.hmh's M et4.. A•"V roes 1 -� w C-C n.u.. _ W*PAP"a Atat.arlkrs _ - -- r•11•Z-e' � _i- �� '� 9 AavaF A% -Oh w•M cd!meq.. E,, ow "41w' a Ater M --rC� ` b E4aserMrr piw w4eU•ra+enaea0 n nV.r+r n rw.•r.q NCA C f - A" � f•�____r_ ar•vN.tncrw w siWW hva I t I L S/W 4' MIN. 1 •••s,d,-„ ,r.�rm�r.w�,�rK.r.mr� s•••driw►,ww 1 to wlronlrpy L54P-th,w •' \ .�.o•AsM•surce r wrtA t e-�j s fp• •' Amr AMM tD 3/4" LEP (1/2" R) arra ee.m1 w' r tt''t wb+mr�Arars b. i`•4w oF•Msr STATE a.Rtes"nna 4" "SHINER" ~' C� MED. BROOM COLD JOINT OR C 5 W AT FLOW LINE S/W a o.5' !~ ccw� �Atf�QMNSOW 'M QEil CHAIN TYPE RAILING Aht7dORA6f QETA/L SECT/CIV C-C SCORE LINE 6' IN_ 4' MIN �- t >vo scruE .11-52 I � CURB do GUTTER ai 1 4" PER FT. w t ROADWAY SURFACE '' - X_31 =12' MIN. B X=3. ^ 8" t/2"R 8- PLUS CURB In HEIGHT (MIN) 01 n SECTION C-C Ea 4" H SECTION B-B , _,r W•a• /.".. PIP MATERIAL 6a, 1 r -- _ .w rQ-GAst+«•f +s-tf tura.. -- - N TYPE V ' T.se�..�w 1111. i•... t.►.M R.a ... r.... +_r rear .w w Isis.-E+rw twee .•r w r.w• pe"oh L)ST } .x•U Lass {4s.....1Or.rw,a...... ...I.asl TYPE R-2 •x- s....-e w l r r-r+ LM'J�G.. "10, 0, r L ';.-00 -ft�Mw1 #.. Y. .w I ria•'►.'•"M.verve w: N M.o.w.+^M EO a w. fur• •-•F - - N OI r..;...�r��•wr... • . 7M.p1 wi- y_-. -7 -Nri"•i_ CITY OF RANCHO CUCAMONGA, CALIFORNIA ; r, . , I ; > 1 : ,-.e ' . -� �- •4• rya► . I e:a ..>»• I eU• rest N CITY OF RANCHO CUCAMONGA, CALIFORNIA .ti; :; �.... �..." jtf .: E. � . »-.w.. � .. .....^�. - , 1 APPROVED BY: APPROVED 8Y: , STANDARD PIAN ;mit "� y' na•+4•a•. ` i` r •aw'•'s'' .r..«w AD, - STANDARD PLAN y s r .-: ey. ..a ar• `< +� ' • -grow 6.•mow w•reeve r1...r.r t 1 t ten t4aE I ri1 }:... i •M' h •.+ iv M••aarra.r ga..41 . •r • , ,..N.aa.a.a owed - t - DRIVE APPROACH & SIDEWALK DRIVE APPROACH & SIDEWALK R ",� 1f = r : !� W - 101 0"s,so. .' + !Uses sr �' �' `y �-Y nw rT !? y..-S ^M w".►� `s _�} sell i•.s f t. I -►�,-+y 101 ????... CI E EER DATE f% ..a ar•ie�.•. :Y _ ..w•-.•s.�s %' r t:•e� s' ; 1 1140 1.44 r14 -.sem r- r.�. - �+� Ott vwi• •,>•. I USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION L 00 T_fto •;&s.- ala Vol, ,of 1104 ++ CITY N EER DATE R.C.E. 24953 SHEET 2 OF 3 f- -06 .'' �..... a :I ..r .ww....•...«w w r v«. ' R.c.E. 24953 USE WRH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 3 .•.•ver w+•aa•w..• l:' :......a T' �'�•, •.V e?•ew4•es..•r•e n .� L E+es - S. •00• wss..w 4T" --------------- M..•w e,... 1 • a?•O ate4 4r1 ..J o.+. Moa Il.a Q•••arO - h.O ws+.r O 'ti, l .J 6 &us •ax it r i... hse•r .eyes -- NOTES: /� /� '6r e A ..•.raw r.es.sr : "Pll�•1.�C� . 4st7 r14a t4f1 DEPARTMENT ..O E w-r Saw" a.. MUw. s!•Cr els 7rr•d res-r%sa•. CORPS OF ENGrVEERS •.-�,_ r...rtrr�•n...E�rcr- 1. The drive approach shots be constructed with 520-C-2500 P.C.C. tf the approach is to be used soon after installation, o high early strength concrete mix (660-C-4000) may be used as approved by the 1b•-•..s- ..a HIE.+.■» w..�... rt�� : ...�� GERAL NOTES City Engineer. _ _. _ - . _ _ AA wy..ea 4H.ave a. "► M ww /AEaI.r pr Plea•.•a N.W - r .i -i M...E i.•. o*Y,. •w�i i ✓' \ 1111.,:. "�` moi.:' ' orT•c .}'.. t• , I .•+..r.furs"-0 Mr.arrrw we•-ft-r _::4 :►'%ft h db ..-�.a•.-'. r r cess.t,r.r• 2. A white pigmented (TYPE 2) curing compound per section 201-4.1 shall be applied to exposed concrete '%• Y `�• i�*' "'°w E' �i a. r.«r r ;: '` I I " m"'H Is.11`%' .0 surfaces r section 303-5.6. Ore..;r. _ a•,. M r.r:c., r.,. : '+. 4=y�E «.. �. • •: e . •S) , .M`! =••osis• .S. {4 H q ave .c ` •..1 �.s'j� .» H.aq , •• � N'•••:•Z .5j,"'! I tti`•i f' �...' ti�"i: :i ave 4 �l� 4 fn »� � _ .�' Y"':- '•s -�.s .-'.� :;;: rr.7E/1..•ver• 1 t:/•,' !. rata+ User. • ' : � , r .,�:¢ ; Y �• ,� r.�t Vii._... �. �..y' �1 •M .MEra+s w.r wnr•w++,.Mr..o..+w-a w w w� 3. When installing a drive approach where curb and gutter exist, the entire curb and gutter Mall be removed, w • t x, ` (6 •E• � 4s s.w wH.Ms.wI a• •.i .�,. j•,.1 � a Os.ar w«r.-a•--w•r I-.sells w.w r t•+r. 4. On severe water carrying streets special designs may be necessary. - - , •. y- y' ` 1111 a~ -• '}r Y 'YA t N w,•,.,U„ Ives, .l,..asa.w, - � - .w 4.wwr a urs+r.r...+a 5. The total width of all drive approaches ahoH not exceed 40x of the lot frontage, - - - r 1 :elf r N.+• e+.l••.r 6,.a• tel raf..t••fay. L /sir o.a [res :1 I•. 1�4•r• -%'. ~? r a•e•.rte.tr.sr..asa-• M•ees.M"a"_+.w.is..Ewsw ' w+r•www.we.rl ara...as Ear.... _ `r•• .r.w�a •�'. res.Eves =»ave.«.+,•.•.•-•was•..a•.Nessa r•w.r 'a•- .'r:'. .Eve•1111 sp -dM.O .�.. Inas r••-r. '•t ess w••r.-0..w w E•...w••awes ver.-ON r. ..i. .....s•a rr.a N•wa•.A 6. The difference in the slope of the driveway romp and the slope of the five (5) feet of the street adjacent A ver.-•r. ..w,a.a4 4a•..apses = rt 1 S.... � .•r ft r.« .. 00..0.0.a..rr a..4 A ase MMI. •...•et•a 4r [."0•» Q SLE DRIVEGA DETAIL tra.0 to the gutter shall not exceed 15X. 7GaG�Gc •�""'" 'p"- "'I be."aa"'_'.w"r'E•""'+ , si a'r+...•.. rs.-w •D.� r-eel _ e>•s.a EJr.•-y Ares..�.... r..•.►•r w.^s-. rinse'Jassy ww•»w 7. TYPE R-1&2• - '-' -W P.W.i w... ..,.r Esta l a sass• .... ......Ar...r..eve...e..-4 d4ft...a... ,y e, ^als y fir_ -/T o Use fur single fomiy residential properties On local residential U\nllfts. b/ Er 4w res f:l..• «a 14, a r !. r0~+w.M M ars...on.a1ra w wow•ess.w•we. %@%- .. Ess... r.w-•a Ave w��wsnr•w a.•s.t.•ssrr r i .y. ( t,'.r•a..Ew :\ r.. SJ'.. ss ••'• s14:;: . :?�:• r to r•.-M.4 r kw.a or sees-AM-0010 Dow"+W wa.0�. b. "W" shall be 12 feet minimum, 16 feet maximum for 1 or 2 car garoges and 24 feet maximum for - ) , � r-�"" yv�;,, - f I •••-H E•�• ^- •-�--+r• ••»••••• _ .• •:_y .4.4•••w ewes 1Y."Y.w._so""..a"a.a Ear s�E ap be • q.,•.l•ea J=:. '- • ��• r( Dww••a••�ver.s..esrsw•r.r W Ma.e.•.r•..wea oil others. t s-�v ;y r."-tis as, .'..s•' : '# ;.i/ �aN1E.Nsaes gnaw .+: 'Kt' I a..•� IMI 6•at �. . c. The outermost edge of the approach shall be minimum of 5 feet from the projection of the side :• - 1111. - - \ e ( k >d ..». «`r r'0-•�n o property line, 10 feet from a B.C.R. and 20 feet between approaches an the same lot unless otherwise a BREAK OUT Lilt►' - :-1 «� iat ; • .' '.` o approved the Cit Engineer. i ..Ir , o PP by Y Stn a• fiZA TYP C\J _ r.a•w.a c t:..: '" a.�sur Erw f:' f m B E C: EXISTING CHANWL . 1 a �r....w.ww� SAN BERNAROTNo CouNsr a, a. Use for all cases other than 7.a. above. ,;++�•rE.r..». ei•-w s;t°.-- :: WALL +-t tE..Hsw+ .,rs.".r•.w sot.w..a `" 'r �""` `' FL-000 CONTROL CISTRICT •J xx ws.•_.arrw.r t1'.� -• �..i.r •• C� tj4•.�f., ' -rv601"s GOA" .r O•rl v PLAN / ewe;vel � '_ err..". I. 1- --�-� es-ar ar0 {i•_ ,wwrlaa 'i1 rt eve.6- , A,III 1.OM•T o b. The radius "R" of the curb return shall equal the distance from the curt) face to the near edge of NOT To SCALE the sidewalk with a minimum of 6.5 feet and a maximum of 20 feet. The curb return sholl be poured WALK GATE QEIT I_ CHAIN LIQ» _- s►cc ORWO, z c„ monolithic with the drive approach. CAST IN MACE OR nrrr a-a•4-a•NCa a 2 DRY PLACE � c. For single family residential properties on collector or larger streets. "W" shall conform to note 7.b • I BREA>< o and the concrete thickness may be reduced to 6 inches. CONDITIONS LIMITS 0 �� . ,• 'f• .• ...� d. For streets with cobble curb A gutter (Standard Plan 105-8), the cobble shall extend as for as :• Q possible into the curb return 1I) SENO EXISTING REINFORCE- ING INTO NEW CONSTRUCTION. pF ' ' :• 2- 05 RCP OR .��•�' .: BARS •(21 DO NOT CUT REINFORCING THAT CLEARS PIPE AND IS CMP Q f • ' w 2" CLEAR OF FINISHED OPEN* ` yin _ 0 ING. FER LIJ (3) REINFORCEING IS 4@tZ" MAX. SPACING EXCEPT AS NOTED. w �45Q ADDED SHEET 115 CD (4) CORPS OF. ENGINEERS SPEC- IFICATIONS PEC- 4 BY D.G.dc A. w 4 •i IFICATIONS • SECTION "SPECIAL .{= ffTy DESCRIPTION OF REVISION DATE PROVISIONS FOR CONNECTING1` Ro� DRAINS TO CHANNEL WALL : . .': :•. Z CITY OF RANCHO CUCAMONGA CD SHALL 6E ATTACHED TO =R ':•.1.,'1i:S, PLANS OR NOTED THEREON. ••";� ��;� •'•. • 2 s S 151 USE 3000 P.S.I. CONCRETE. BARS CID a I -ori `E TRACT No. 13851 CITY OF RANCHO CUCAMONGA, CALIFORNIA �y`44F E `' APPROVED BY: STANDARD PLAN31103 Storm Drain SECTION A-A I .X24 0 o DRIVE APPROACH & SIDEWALK 101 ��,,,T MANUAL DETAIL SHEET -C1 CITY E EER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 3 OF 3 R.C. . 24953 APPROVED BY: DATE NOTE BEFORE USING STANDARD STAN DAR D CITY ENGINEER R.C.E. No.AS3 EACH PROJECT MUST BE JUNCTION VERIFIED WITH THE CORPS °l " �ERBISH, ilr,coMMr N0 ;D OF ENGNEERS STRUCTURE "B DGA GUERRA & DHAW, ASSOCIATES SHFFT L2 OFFICE OF THE DISTRICT MNEER 13 E LOS ANGELES, CALIFORNIA DGA cIVILeNOIN�s • LAnnsur�Yoas of o CHECKED 6331 UTICA AVENUE SUITE 150 DRAWING No. 00 CITY RANCHO�,'G CUCAMONGA. 1377 U