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HomeMy WebLinkAbout0 Hellman Storm Drain_'} 3 a s 2# 4# 13a0- 1350 - --`n.'.p �■■r■ nrir■i�■�w.ra�r■nn�i■r�w■�snrwrr- � _-.. ---- - ---- - - �...._:.��.♦ ice:.- "�`� -•«., E.r IST TOP OF — -1 PRVEAlIE-A/T Lij V o W� WNj � � v Ln \QscLU \� Iz V�w4 f %" MIN� P MAX 73 / F WA-fF PAID 6"MIS PER efIr of "m'w.vowr O'1C9Mf41A16A 6722 OW6 1=q 505-' S1IT :3 OF 3 To R4,oAIN ---�� i IN P4 ACE 1360 - CON5TRUCT CONCRETE----- INLET BOX s 1350- a v ro� 7.6 L. F. 60" . C.?� _ 4' 0= Jz00 SECTION C N T S. EX/5T S,PFI7E TO BE REA/10!/ED. REPLACE WIT1/ Fr R"e AND 6AW rIN6 (e -R) Pe, - CITY Of PRAICNO CVC/9MOA169 STO DW6 505. BACIec1L L A 10 SURFACE 9EP41R PER < ` CITY Of RANCHO CUCAM01V6A STO O 6.'- _3'IZ 90 ,% R62. L-O✓YJP (TWIN) PIPE BEOOINC PER CITY, OF RANCHO CUCAMONc A 5TA 0&16 .5/3 CA5E Zi i � m R, vi 4ti z< 4 -EXIST WALL TO RE'A4/7/AI IN PCRCE -EX/5T 6 "'SEGf _ R }y_ Al 0'07 "4G' " W,� DETAIL I N T.S. c °a o °goo° 11RIE�Al i CASE E BEDDING LWi9 fACr6R 19 TYPICAL. TRENCH SECTION _— -----NTS _ - - --- - goo, 3 6,omt'5 X z �T N\ [GRADE TO -X/67 TOP OIL' S4OAF 2.'/ /Y'I r 6& OETA/L B \ FR 06 AND 6RAMA5 PEC C17Y 0, - RANCHO C11447MOMSW 57,0. I)W6 505, 5HT 3 0/-3 / ---4 �- •M�JO1FY EX/ST i9,fOP IAE7' FOR 0 GRATES PEP 5727 UWG 505. SECTION B SCALE :. _ 5' g_ g EXIST ORPTE 7V kENIAIN o I� Q qa k+ Qj � c � RIR �Qp �W h� I � B.�YKFIL L �fTIUEEiV P/Pt C L 05C'Rf \ „ AND UA/01STURN49 NAIVE MATERIAL � UJI TH CEM'ENT SL. Uf?�'Y PIPE CL05URE i0R TERN4TIYE 6ONsrR,vcr16w P£R ET101 M15 5NEEr DETAIL ifs N T 5. �__ #15f 06/ " #4 R /f"O c W4fflle, II='W-5t3' d _0 #4@ 12"OC VRR/E5 FRAM W 7V /.5:I QN / I -I I 4e 4D /8'v SECTION N T S 5 8 PRE6457 CO/b(rRE/E EmO &4f't To f3E I'L 4tyo Al US// W/T// ,CN,9 Of P/" ' GROUT /N .2: ACE -� 1 /V.4T/VE BACKF/ l- COMR4CTE0 -� TD 95 % RE4lJ7/VE CO44AQCT/ON 4w- de? /Z' O G' PIPE CLOSURE DETAIL - N.T.S 6mogr / *A ro C1IoNNE4. APIW NorC : sar Arodecr sorvnwT/ s Fo,e Atr,-EA'LF4C6' SrO 47W6 CAL Tl A15 5TV a AN o -9.4B ) ti 10&8PRCEAl,-MW d C P_ o f oN NkW-., -, CwgOU7 IN Pt,4CE i SECTION N T S - 8 k O cd lea C PIPE CLOSURE DETAIL, FOR ALTERNATE CONSTRUCTION NTS. 4 .. C OC,AL (JEf3PE55JON F'E�" (i/Y 4 " 4 C PAYEMfib'7 'WG NO '5 /A ,10/A t'A/57—.— .,1 •V� A � � �f .5�f.b7r'1✓fD 6"AA•6 84r)E +I TYPICAL LOCAL DEPRESSION WTS DESCRIPTION OF RE /I510rV �fi ffi CtW VIU CITY OF RANCPHO CUCAMM, GA HELLMAN AVENUE SECTIONS DETAILS - - APP"VED aY / , - OATE er '". _ CITY ENGINEER __. ., - RCf 9 L/a.. ASS CQnsufiin Engineers � _N - ��q F Z€673 _ r►, �., t ` / I •r P 011Awk SMRt T 1•t1TlE f ,•CHt - :NF��•i.�. ! C _ _ .. r.._ cw - - - SGRtf - - cMF INS nisawiab4 MO orimmgY OPCiE 1 `+Lh, t98b !+5 iH,WN - -- - '2fS? - - - N.V-oft i1ttZ �F •! _� . • "rar !=ter � � .. -• � .. ,. � �- 0 � - - < � ♦ e„ Yam, v � '`ii .»��,.'�"' � a � � _ . . _ 1 _ f i I Y ,e an I� CD N I C ` NDIDS La p 3' BOTH F144 TRANSITION PER CA4TRANS ZD- DaAl-B —�/P HxAx • 7' W-+', F_L%V a.• 1 14sfi.$4 * 'Cg NOTE . M N, A11GLE OF FLARE OONOT APPLY). � Pu r;Tc Q efROQ7a S=Q003EO •�• � 8�0.003ZL1 �r - MODIFIED) IiEA9 l'0 ACCEPT DUAL S. =+ N 89° Q!' 2,3" Y1/ FoQ SEE: DETAt 10N AT RIGHT i 1¢2e� . - ^/" Ft- TRAP. CHANNEL A- C- BA V- SEl= SHEET fo DETAIL PLAN "A" SGALF- Ill= 10` z B a � t,, z U z t- QI ° w p x INSTALL 30't P-4"RCP-130 m V W D LOAD IN EXISTING DITCH, CONNECT i TO EXISTING PIPI! 40'3 Rl"r OF Iti", 1 Lo TRAP. CHANNEL 4=cnlst3 it L.= 8q•.00` 4 5'cc' -A e !o T - A-C-03' ---•- i0 t CHANIJEI„ 51 00 ow 5'-0' 0.C. MAX. IR,) PU $TD kk �wo®* •a® >)yLL L(,�1iyt004FiED STEEL S 1w WT 1 \ .t N 1A 1 MAY o SCALE k*w- V-Q•.. _ N I C NEW WALL •44 IP-" EA.WA`( ' I a EXIST. WALL �" .'���,. KS DOWELS 1>f Ii"O.0 WALLS SECTION a ALL AROUND. �>mr�nrassLa•oll��wlsi CONTINUE TONG i STEEL TVI UGH JOINT. `� f II u i 5 DOINALS• ' 0 lib" O.C.,NVERT w o ONLY. „ p 4' G' 11�_PARS ARE y f-b.nr58 �� 40`0o'OQ y i t/t" x I'/s" x I/4" 4'3 REMOVE INTERFERING p -a, MEET 51STitx; ' PORTIONSC Or CHANNEL3 I I ,-e t Co(A"A.C.P AL'Q 4o.sc4e 12"MAX. O.C. OTI- FACES (ve_RT) I 3.1 —Z" X 1 /S" X 4'-$" F`L'TIr i 13, R5 EVENLY SPACFD CTYP 00TH Sims) SPILLWA. DEFLE IbN WA L I p �.\ UP STREAM OF ElOnNG tlY 5'CO. MALL. I — I I I a Dy 1 I p I I t ) 7 OAR5 V% � I I EVENLY SPACED '`-- X I!t" X 'Q'- G" PLATE � v II 1 4- I/£" X Z° X J !OI �n / 6ALVANIZGL7 1 \� D UOWIT.-! 5QUA 1= NUT. w NOTE C (TOP AMP & rToM) A _L METAL SHALL 5E 6ALVANIZED AFTER FABRICATION ALL SECTIONS AND DETAILS ARE TYPICAL, FOR BOTH 51DE5 OF TRASH RACK ACK DeTAIL P. NSITION, RbMOV6 45' = ON EX15T. CONC C14ANNEL 41 N.•T. S. SEE SHEET e INSTAI L 40' i Z4"RCP-1350 0 LOAD WITH CONC. INLET. 5EE DETAIL ON `THIS SHEET SEE SHEET 2 ` DETAIL, PLAN "c" SCALL Itl Io' CO,vC. IAILET pER- 0erAIL B�LC3W 1 N I C. --lop OF I CAP c*(Att"tt_ a SEE SHEET 4 DETAIL PLAN "B" SCALE I" a 5' P� / A �r �y� r n rI �,c rSW t7CsL TKM r* !.t•1Auti�l t'E.0 S',T� SP Y` ISE E . H✓£tGHT v,%ttES y/ EXT1 kD Y"T SAMS I1 Z" vWTO ut luv:- 4; WAU.S. C '-+wri WA + advArION c*A rt(l5 LVA MrAtL C O W A ,,.k- M•: N I C I ` I9WA-,i1 mr h t tr"aJI•, leis, ll�Tia. N,t., L. of F«3'F' 'r, ► or AF' of , DE,.T&I L EPLAN " P " A2 EXTEND * 6 DOWELS UP AT JOIN i � � -� g�� iT hx • _ _ i — — .....• C_ -- r----�-- - DESCRIPTION OF REV1110H DATE 1 . �,.L,uE CITY OF RANCHO GUCAt '4GA mxET cows77tr 6rl �Y.� r � � "� �!•f ash � �rr� �� � ,.�t� 1 r��A� <.'t'�r� DFTAILS H IGHf AND AVENUE STORM')R,�.1N IMPROVEMENT ---. -j Fi"X 6ti" -We, itirGWf LINE 2-1 , PHASE I ' - - OTY ENCINEV ...�. 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