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HomeMy WebLinkAbout2413-1Im [I _,,.,.•- CONSPFUCT EMERGENCY OkERFL OW PER TR4CT 15702 GR40/NG PLAN 74 X 855.1 L PE 54 2 END 24 " 4"14 �V11L/NE "4 " X 854.6 PE 56.4 O 0 72' W �O lf1 C X 853.4 0 n X 5.4 2 2 n \ RE 56.2 PE 59. 1 " N8 j � 4 • X8 fAy Ag" RCP Qb5 56.2 PE 8.6 X 5 X 855.4 X 854.9 LEGEND B. C. BEGIN CURB RETURN I�I - CL CEN- 7Z_'L/NE (OWV TOP OF CURB f1 FLOW L/NE CB CATCH 9 45I /NV /Nv£RT RCP RE/NFORC,&0 CONCRETE PIPE STA STA T10,41 C;rs CUB/C FEZ -T PER SECOND lS / 0 PIPE N/ A CE OWER f YPf L Now mom ae, M mom aaa also aime soma am New -" 3 .84 LF I 424 - 4 L • I/V 11 3 w 5 • a � se C� Q4 "14 Is Obi• O� � � � N a 2.'4L J6 84 &1 - 0 / E' C UTA Iq0 SCALE HOR/Z. 18;40' VERT. /10=48 0+00 1+00 +00 3+00 4+00 5+00 CONSPFUCT EMERGENCY OkERFL OW PER TR4CT 15702 GR40/NG PLAN 74 X 855.1 L PE 54 2 END 24 " 4"14 �V11L/NE "4 " X 854.6 PE 56.4 O 0 72' W �O lf1 C X 853.4 0 n X 5.4 2 2 n \ RE 56.2 PE 59. 1 " N8 j � 4 • X8 fAy Ag" RCP Qb5 56.2 PE 8.6 X 5 X 855.4 X 854.9 LEGEND B. C. BEGIN CURB RETURN E. C. END CURB Rf7ZRN CL CEN- 7Z_'L/NE TC TOP OF CURB f1 FLOW L/NE CB CATCH 9 45I /NV /Nv£RT RCP RE/NFORC,&0 CONCRETE PIPE STA STA T10,41 C;rs CUB/C FEZ -T PER SECOND 1 1 3/2' rI nIf•v cont r - V2 22" DIAMETER ; :LEAK OPENING '�• A) •'A' 'e 23 3/4" DIA. COVER M =N I I LX 11. 21 ^ 2211 DIA. CLEAR OPENING 4 2" i 26" DIA. MATERIAL: CAST IRON (ASPHALT COATED OR GALVANIZED) NOTES I. SEATS OF FRAME AND COVER SMALL BE MACHINED TO PREVENT NOISE. 2, TOTAL WEIGHT OF FRAME AND COVER APPROX. 130 LBS. 3. MINIMUM CLEAR OPENING 22" DIAMETER. ALL OTHER DIMENSIONS ARE NOMINAL. SAN BEF>'N�4fi'D//I /O COUNTY Tf��4NS. DEBT. STD. No. 20¢ 1WAN110LE` FRAME & COVZ-R FEET PER SECOND PqB PONT OF BEG/NN/NG CON571-FUC71-ON NOTES AND OUAN71-71Y-5 Jo- /NSTALL 19" RCP D-1.150 ..................................................36.48 LF 1a- /NSTALL 24 "RCP D-1350 ..................................................242. 94 LF o- CONSTRUCT 10" Cr4TCH BAS/N PER .�4N BERNARD/ND COUMIY STD. D{f'G. X206 ........................... > EA o- CONSTRUCT 6' CATCH 945/N PER � I p� � .�vv ocirivvrrciiiv� �vtiivii .�iu. rinv. ��cio ........................... x asz.+ � x E 2, 3.9 � � � v PE 56.5 0-,101N EXIT CATCHB,4S/N............................................................. 1 EA � M \ W o 0 6o- CONSTRUCT MANHOLE NO. 1 PER LOS ANGELES CO. FLOOD J-0CON 3L D/STR/CT STD. Ol4'G NO. 2- 0102 ......................... > EA. ��� �� �W 70 " 852 PE 57.0 PE 57.2 PE 57.5 C�111?tlE DATA � D� 812. I i I I I cNv � _ 2 W 56.4 -� �. - •,X" 41 MI NJ FOR LENGTHS OVER 7'A SUPPORT BOLT SHALL BE USED (SEE STANDARD�c206a) A t 1 I I 2 x 4 BARSol FRAME 8 COVER I (EXTRA) I STD NO. 204 I I I I I 1 I CUR LINE 1 a"R FLO LINE I/4" EXPANSION LA MATERIAL Tr4 1/2" 211 P 4" ' 1 • CURB OPENING DETAIL STD. NO.206a GALV. STEEL ITE PS .. BELOW MANHOLE l . ' - . LOCAL DEPRESSION SEE STD. NO.206 -. •, STD. N0.203 `_ I '4" a 12"0.C. PIPE TYPE 8 SIZE SHALL BE •' SHOWN ON PLANS THICKNESS SHALL BE SHOWN ON PLANS FOR METAL PIPE 12" O.C. .� I - • SLOPE FLOOR i" PIER FOOT 1 MIN. FROM ALL DI IECTIONS •_ . TROWEL SMOOTH • OPTIONAL ELEIV. S OWN JOINTS ON LA • /\( 0> \\ ,� • CD DETAIL OF REINFORCEMENT SECTION A -A AROUND PIPE L ALL REINFORCING SHALL BE »< 4 BARS of 1211 O.C. BOTH WAYS IN TOP SLAB AND WALLS. 2. CATCH BASIN SHALL BE CONSTRUCTED OF CLASS1IA"CONCRETE, 3. CURB 8 GUTTER ADJOINING CATCH BASIN SHALL BE CONSTRUCTED PRIOR TO CONSTRUCTING TOP OF CATCH BASIM. SAN BEf�N.4f�D/NO COUNTY Ti5'.4/VS. DEPT. STD. No. 206 TYPE "A " CATCH BAS/N MOD/F/ED 5X1-rIny rear Street grade t , B Omit this step It, • Max coon � Edges to be rounded •` For ed strews I !' - '- r: to 3" Radius Ftovcd 5t1•Y.Ct� � � tl � _��av • For unpaved St rg 1624 A�� o X �' A C I NI ^ �� G A .T: 9- 3••T 1 j'I u IL L �• \ Ia 73 yi, Rodivs' I.D of Spur •- r-1- �-�,�- -� > > _L: _t _ ' _ �: All sf«I Res f - 7' _ _ [' L - J .. I 1 _ SECTION C'C PLAN DETAIL N PLAN NOTES (3haft not Shown) (Shaft not shown) H- HEIGHT H (in See A•A and sac s -s! s4all be riot leas Ih" i-0'. �1 n•s�r ►a .ncr.owd See Note M prvtvld•d that • c value or M -1.011 be 1001 Ica. t or, the T.nl..uT .peV oed t I.te1 I.2 re- stt-ne, grvde Manhole frame and cover L- LEer 0T�He11 b: ed. For H (In Sec C -CI see Plan NO 2-D 47! be a fee niet$ofhfrwtse shown on plan L •^�Y be tncre l"al or tecitlan Of r"wn e w as a rneet pope ettM. fV C ' 0 M- SHAFT ohm tructed01=9- sic S -C and Defoil N when dept H fi,,I street • • ( u rode t.. to 'Ci�IVaf11ZOC) O ' ei btc is Iroe tt -Ion /rr paved M«le or a'_s• h unpaved = 74� Sled steps. �J P IDE ATrodvice we neduced to on vboolute limit of W when larger Volvos of P P T1 (1n Sec. C -G) to or less. 11 f0 IS O.C. ,.l•..-��, T -T yloll oe !1• her values of A up la and neluA•n'.feef. L j ;� S1 •� �1r ad .. �-'t �• T •►,oil be to' for voices of N were /:e1 v N �--� • 3'O"__ 7 Where Pressure Wlonhaie Nous speeded on plops see Std D%7. 2-D2tO note 3 36 RLP v Q e _ - I- 3TEP3 .hail be } ►sand• yelVpni:Lq r el vnd oncho d not Ices fhon L •note Llsllt I • U&- testi the ..11. o/ druMea I•nleIs e>fie -4 ahow.n. steps rl b apocrJ i� 10 Is 0 ` C L . • : - +- Iavre•t •e shall be nal 1•.011 •hen Z /eat above rhe ledge at .Ire at men..nte flwr n T' ,�I3 _ -T• sp SM D%vq D 9t. r --rte , , , • 2- f. • 3000 P,1 at 2e days '03►• 3-�r-INF RGIN� STEEL �ha11 W pe• 2-0171, sfro•gM tw►s 1{"clay► Le"t r>• 1 > II • .ea of cont e. Plpe2xol aC V I 1 _ 3 mdiur. 1 ; 4 STATIONS of onanholes si.own on III apply of center line d that'• rleva ons : 3 1 art �� art ti1�n center � -vier to On rroler.�td tnvert grade In.. !sa M0441. L JL y p L 0 + 1 4' �I 6ar �►11P to ait•an •+ T• 7 •p �Z 1 I 1. I 1 S -FLOOR �,+anhole shall be ahr.l-troweled. Kuutld -rl7r. a - 4- 1 I ; +�.•.. 6-4lNc. fsr aceoss sheft shall be seated 6, mortor and " r I 3 rtA ter and plpe�h.fT r • 4'- ' 1 t po.••ted/ or wlprd Ingot Crcf-rtI r•� : UUu I 1 L� , I w[r[I�stNC[s1 RaVlswNs LOS ANGELES COUN 1 Y �':•` tV eel +- 1'='-� t -_ _ _ 4 N ..., iiia N.Ce.r..M FLOOD CONTROL DISTRICT AO TE Cd9a r 3 E t �;n± ' -SSC . Hite 4'1 MANHOLE NO. PLAN, SECTION AND �5 1 Optiorwl bottom DETAIL ' • '- SECT 10 N B- B .......... •. 100111 •IersttM - c«. « :o ' :apltn of this Paint THIS DRAW/NG SUDEPUDIFY CW6. a oA*� "0 2-0102 SECT ION A -A OF THE SAME N0. DATED 1-7-39 - 3- 74 61 TRANSITIC C. F. 12" TO 8 VARIES CATCH BASF to X" OPENING 61 TRANSITION C. F. 12" TO 811 M ( I \ o X 51.6 DEL TA RAD TAN zz-1U:).T1.1 1 I X 852.6 ®- 53'18'11 22.5' 11.29' 20.9,3 X 854.3 I s3.j I � ° � ©- 32'�D'10 22.5' 6.59' 12 83 -- -�""-- _ -- II FLOW 12" CURB FACE FLOW ~- X 8514 u 854.6 �- � � I LANOSC4P X 51 �- yy �j1L_ I/4"EXPANSION M 1/4" EXPANSION NOTES MATERIAL MATERIAL HALL -BE �, 1. LOCAL DEPRESSION S SAN BEi4'N.4RD/NO COUNTY Ti ANS. DE/0T. �r � ____ __--CQtIF'SrTB11+CTED OF CLASS 8; I ___-- --- 852.1--------- - - - ---- --- 3 -r CNC Ti i THICK. TE ST� No. 20J CURB AND GUTTER SHALL BE CONSTRUE --------- -�- �> ('�'�',� �� PRIOR TO CONSTRUCTING TOP OF LOCAL DEPRESS/ON --------------------------------- Underground Service Alert Coll: TOLL FREE 1-800 422-4133 X a i0.1 TWO WORKING DAYS BEFORE YOU DIG L a�r�rE 00 A Qo 1 0 20 40 120 CATCH BASIN AND CURS TRANSITIONS. a a ken EN&INEEERiNs * PLANNII a 5LRVEr1N6 6820 AIRPORT OR. RIVER510E, GA. 42504 TEL: (404)&&e-024/ FAX (gOq)&ee_0549 DES/GNED BY. TRACT No. 15702 SCALE. 10 30 80 160ZDRAWN Sr- LINE A CHARISSA J.A. LEACH, R.C.E. 63340 DATE STORM DRAIN PLANS �. � - _ D!' SCS 5 30 95 SCALL`:' / _=40 CHECK APPROI�D. �ft- +' Gt/ • �•� 96 ON' . No. 1 APPRI DATE I C/TY ENG/NEER R. C. E. 25,125 DA 2413 1 File name- E:\DRAWING\F0NTANA\4774SD to SLOVER y AVE Ln SANTA ANA or ST w JURUPA = AVE U EL CONTENTO AVE 5 0 U T R 0 G E r m � P V1 L L A G E CALABASH AVE PHILADELPHIA ST. CITY OF FONTANA., CALIFORNIA