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HomeMy WebLinkAbout872-DJ . DESIGN ENGWEER BILL MANN a ASSOCIATES 1814 COMMERCENTER WEST SUITE A SAN BERNARDINO CALIFORNIA , 92408 CITY AF RANC-,. 0 CUCAMONGA WITH HELLMAN AVENUE RO,--ADWAY IMPROVEMENTS BASE LINE TO MONTE VISTA STREET I DRNG. No. 872 • J STA. O*JG. 95—hV7EAPSECT/0N Orf 17/S 77W C11V00NC4 EXIST. MC,40eW)l STOA7M DPAIN '`. vlei 4 0 ./o 1� C 7 ' C", FUTURE-I�r?O/�OSEiJ 30"WATE'/? 71?AN5M15!910A1 I-IAIE C.C. W.IO. E671MA7,5D CON6TRIJOT10N OAR/NG 1983 . STORM DPA/N CII PVE DATA A R l- T 20° 0.3'27" 90' 31.51' 15.92' Q 25° 37'3&" 250' 111.82' 56.84" OO 12' ?7'50" 200' 44.09' 22.13' D 12° 37"47" 1 200' 44.09' 22.13' • . HELLMAN AVENUE 7 #. STREET CURVE DATA (P?OV/p,E / ,4pD/T/ON•4L CLEAl.4NCE TO STEED ,QEINFD,eCEHENT) �F, 1�`- L = 25' 37' 38'" W �PFLOCATf EX15T G B~SEX'E. ,� CD Ri USC MANf/OL ,�/T ✓ R=240' z AS �EQU/,efD fD /NSTAl6 ATOA' S TA ` f 75 PES STS T=54.59' 11 Of 7d ",QCP .IND ;•IS O/?ECTE,a _. E BY THE �E�V6/NE?,C i 0. r L =107.35' "� j s ET Jr%1i' to W T, J I Kcr- / Lu/<VC DA TA d= P5' /5'57 R- 240' T= 53.78' L = 105.81' "- 41"W (S.G .V. M.W.D.)ski HELLMAN AVENUE r BENCH "llwIr B.M. #3/, C///SELED L7 ; mese cars TU,PN, SpUT.�I�EST CORNEA?, "",41,W ff EGE/! DESCRIPTION OF REVISION } DATE APPROVE .x 1 SCALE 1"-40' I SERYL STREET I (_ � � n \9� m PROJECT '•o \0 so r 9 \9ti► r ? ; = a r^ HELLMAN AVENUE LOCATION MAP CITY OF RANCHO CUCAMONGA PLAN AND PROFILE BERYL-HELLMAN STORM DRAIN CUCAMONGA STORM DRAIN TO STA. 12+00 APPROVED BY CITY ENGINEER OESIGN _. B.M. & R.S. DRAWN G.B. CHECKED DATE R.C.E. No. 23889 BILL MANN a ASSOCIATES RECOMMENDED 1814 COMMERCENTER WEST SUITE A SHEET SAN BERNARDINO,CA.92408 (714) 885 4309 1 OF C. E. No. 14326 DRAWING NO. DATE FILE No. 872 SHEET 1/10 .... ....... roll F P.'sk v Pp p P. 64. 3 A , r(lc uj ilE > < rp, 11111K dL T�, . ......... P.P.1 �pp -.11 ip.p. W 'RCP ... IN O',p F'4ep ,�V) P. 157 P. A-tAl drw STREET R/W hMA�Z �E )P:te -co 7rV C 7 rep , ITS A ............ ?/ YF I;PI)PE iripp/w W p 71 jPEP St 7 P. 0 _ -W z Ltd AIOTt: EE 06TA ON6HT z < w > w FOR DFrAll.5 Or ZINC -6 Z-1 311111111111IF SCALE I"=40' > HELLMAN AVENUE w TN/?UVNE L-4 AM - 0 w cr_ < _j 0 < I-_ J _j 4v :7,_ OZ -57- COZ0 rE7-00,V, 5.Oa7!/1We.S7- COZNZW, Z.4 40"W � mezzm4w - EL E'v. /9 ew -I-Z/ DESCRIPTION OF REVISION I DATE CITY OF RANCHO CUCAMONGA PLAN AND PROFILE BERYL-HELLMAN' STORM DRAIN STA. 12+00 TO STA. 23+00 11 APPROVED BY DATE CITY ENGINEER R.C.E. No. 23889 DESIGN BILL MANN a ASSOCIATES RECOMMENDED B.M. a R.S. 1814 COMMERCENTER WEST DRAWN SUITE A SHEET G. B. SAN BERNARDINO,CA. 92408 -- (714) 885 4309 2 OF --L?- CHECKED C,zz?aaLt_A.C.E. No. 14326 DRAWING NO. 872 DATE FILE No. SHEET 2/10 tj akn 4& T�, . ......... P.P.1 �pp -.11 ip.p. W 'RCP ... IN O',p F'4ep ,�V) P. 157 P. A-tAl drw STREET R/W hMA�Z �E )P:te -co 7rV C 7 rep , ITS A ............ ?/ YF I;PI)PE iripp/w W p 71 jPEP St 7 P. 0 _ -W z Ltd AIOTt: EE 06TA ON6HT z < w > w FOR DFrAll.5 Or ZINC -6 Z-1 311111111111IF SCALE I"=40' > HELLMAN AVENUE w TN/?UVNE L-4 AM - 0 w cr_ < _j 0 < I-_ J _j 4v :7,_ OZ -57- COZ0 rE7-00,V, 5.Oa7!/1We.S7- COZNZW, Z.4 40"W � mezzm4w - EL E'v. /9 ew -I-Z/ DESCRIPTION OF REVISION I DATE CITY OF RANCHO CUCAMONGA PLAN AND PROFILE BERYL-HELLMAN' STORM DRAIN STA. 12+00 TO STA. 23+00 11 APPROVED BY DATE CITY ENGINEER R.C.E. No. 23889 DESIGN BILL MANN a ASSOCIATES RECOMMENDED B.M. a R.S. 1814 COMMERCENTER WEST DRAWN SUITE A SHEET G. B. SAN BERNARDINO,CA. 92408 -- (714) 885 4309 2 OF --L?- CHECKED C,zz?aaLt_A.C.E. No. 14326 DRAWING NO. 872 DATE FILE No. SHEET 2/10 f Ik 1 it 'T8"�CP-rCUP aATA A=48. 38' 30" R=/50' T=6'7.79 Lt/27 3¢' INSTALL (SEE PLAN � PZ0F/LE SHT 3) d'�r S-rX- rf G0.43-•' /N�SEro? >>F 7B" ZCP � ,r?IGNT 42",QCPIATE�?AL / KA=N0'P9'4G "W EL EK rQ= /4,0Z B = 3'-G " C =e6, k EX/ST/A/6 SEIPF,P AMAWO /PPOTECT /N PLACE) CONSTPUCT JUNCT/DA/ STP'&e7-9,PF PER STD, D(PN/G. 5// Dj = G'- 6" A. = t5' MIS TAL L /4 L. f OF 4rt ~,?CPl/33DDj S=S.jf-f - CONSMI.CT PIPE CLOSOPE -� TYPE i4 " PER S. S. C.,- C. D. STD. OpW6. /9G CONNECT OYEPFLOW TD CIUM"g- It TEP ON NESTS/PE OF HELLMAN AVENUE (SEE DETA/L 'A " T///.S SHEET) 1 X.97.s r/NG 30 CMP (w PLACE r� 4D � "f00 3f* 00 �' �i 35100 x+00 J?*`4040 09100 1 %*o0 AO{00 ` a CHANA'EL /S2'E TYP/CAL . CV,4NN,EL . 1) SECT/ON ON S//EE � .OFF TYP/CAL) �- • o„ a Tom) Ojee .. ( r (lit -„-....+” ".•a. . .- ,..-.../rc-..,.+'•.—W,,,..�� a[ fx'°`� \.,-, 3'TD -' O T' .. Pip �,'` ,� - " Oyer l Z47.01517V71."�)*,09,tE P,POF/LE 480VE �.._'�� _�==, \ .sEON S//EET DOUdtE Ox/�E' CHA/�1 /•Vi1r � . ;��r �,,.,1:;:� ..�---•- � � _ib'�r,�-L - y , `�� •. �,.,,. _ ilTE ISOUtN XCCESS iPOAD) PEQ S. 8. C.F. C. D. STD. A :/�,. > G / �.� r / TALL !a -1 ST L 4Eh+/CLQ: arrT.S/ .S"ly 5 � MAX. STtr'P TfiC�0U6y" .S/DE - . �'... �►�) _........... ::: , , ... _ -,, � ; . , ... -�.�-�_CG'ESS ,a; �tL�CESS lA�OP%f/ r[CCESS ..: _.......��• d:. ...... � �� qp .. w. OADj PER STD. D,PIt'G.sli)•- � O!o /007 •. .'.. /INSTALL WAS K GATES L'AANNEL WILL >; Ii11lTS 'OF F/L L ..w r / s S ROAD S T `EPS 0&,2?0 TiS/`CHANV, W.41 -1-S.;47-:. ,• ,...-� �.::..,...... C ES STAT/ONS .:T�f/O 38140 PEEP S.,.C/�C.D ,� } CONS7`PUOT /P..J4lD �, THICK ,"= '�r',grp i•� -�} 'I� S , D?W6'S /S/ AND Z/4(B �. r 3...• N 8 - � E S OF 0M4,VVEL PSE TYP/CAd Cf1ANNEL /r T SE 0+N ON TN/$ SHEET] j% ` --� ` NSG ,►�) -�. � : �.-.:�:_.. L/M/TS i S��L 1p �'• Ga CESS f, t, Nri� � ,� k '• ,'fTYP/CAL) � v � IN 9 (N AC 4 ` I -L 1 v l Q• �qa � R i ro CNA7i�NEt .� lllL T/Af -,.� ;, / /' j COI�.S`��?UC7" 4'�'�y rPECrANCULA,? `_ aco .4TFJ I �, i / i l 1 / HANNEL SEE rYp/C,4L L'NANNEL x ¢" A/SUYL 4'f//GN CH.!/N L/NK FENCE ON i /- ECT/OA/ ON SHEET Q,) TOP OF 04E,PFLD/N CHANNEL *4LL S PE(P } � i • / -�:x:: f B. C. F. L'. D. $'r,9,O,?I{�G. / 5/8 TO c� / CHANNEL f A'pXF DATA CJS 1'.Y T�L E.l3r�97' ' }} CDN3��PUC • TBPA EZD/DAL OYE�PFLOI•V �L'/ISE GATES �,• d = 3/' Dmf ' D!o'' 0 CHANNEL EE P,PDF/L E 480YE AND `�" R = .5O0 .. , \ _ = Vol �: L7ETi//LS ON SHEET T :l38.198' I % 0000" r � ,� '� * /ArST�lL L' 9B "QC . � �� P,P�FlL E A� F •� P/PIE "BEDD/NG 'PHr 57-13. VF*6, S/.? CASE/ �rA7J � � �ISTII�Za eW0#"Z vwpZP- f"c P//ASE P CON57-aCT/ON ZeemOVEEX/ST. P ,4sF f CON�S'T.P/JCT/ON (PpPOTECT /N PLACE] \, B.M. 3/, CH/SEL1•D " T'; J1�37`C'IJPB JOUTHII�EST CD,PNE�P, LA �OON/94 HELLM,4N. '� i •- --, .,• -9� , • ' ' �� j_�___. 1 -flUTL ET CHANNEL /=,PDM f/ELLAL4N �!/'E. � f01 CS A TO 57..4 XTWfif 4J � Y.IQ/ES 35 TO 7J'' _ EL EY. /4 PB. SZ/ L /NK FENCE PE S.8`C. F. C, D, TOP OF OYE,PFLOM' STD, DPWe. *16'/8 iAtLACE DZS 2P TO 4D A. C. PAVEMENT dCNA EL ;f��` FLPW � � /�' /t' � CITY OF RANCHO CUCAMONGA cmvwn -� �; x % -- PLAN AND PROFILE PER STp. D(PW6. - - UNCLlSSlF/ED f fJl`Z'.IPATJdA' ' mos Pmer O. zs' Th/cx [�VCLAss/FIED f1L L. BERYL-HELIM AN STORM DRAIN r� j /l sTPcc ,/. C. P,4!/EMEiV T �PECTANCULA�f' CEANNEL A.C. PAYED ACCESS MAP T. C. 1448.19 Tl'. 1449. M � (SEE PPOF/L E ABDYE) s H/GH CN.I/N L /NK FENCE FL. /447.52 F.L./4f¢B. 5-91 STA. 28+60 TO STA. 39+60 TYPICAL CHANNEL SECTION _ LMAA/ .�fYEfiiUE .f`T•.PFET CONST,PUCT CUTTE,P sECT/DN ' STA. 33+00 TO STA. 38+00 APPROVED BY DATE HE PEE sTD, vPIVC �D� /HD CU,PB) CITY ENGINEER R.C.E. No. • /MPPO!/EMENT PLANS ON SHT. 3 FO/z Pr7A/LS ALONG /r'ESTCUA'B LINE DESIGN RECOMME EDGE OF PAVEMENT • eM cups L'UTTf� BILL MANN aASSOCIATES J5 C1IJPa � GuT�E,P 2G' -9"_r OPEN/NG � B.M. a G.B. 1814 COMMERCENTER WEST FO,P/N CUrB TO MATCH BLOPf ra-rhf etIRS TO A/.4TC# SLOPF i OF CHANNEL WALL OF CHANNEL WALL r DRAWN SUITE A SHEET DETAIL -A" G.B. SAN BERNARDINO,CA.92408 4 ND SCALE (714) 885 4309 0 CHECKED C•E. No. 14326 DRAWING DESCRIPTION OF REVISION DATE PPROVE 8d - DATE FILE No. �, _ SHEET 4/IO 0 } mow - SCALE I"=2b' • WIC ONS/ I?UVT/VN A07F9 SII h II���•. . Q I a I �� l— CONSTRUCT 78"RCP //2500% 7 I I"Q 3 0--�—COMSTRVC7 M. H. 8 PER 67D. 5// A=45. 8=24" �-'-'• aaa k W QI � Q C=B. l9' Di AND De xr7g" E=6.77L= 9' EL./?� 9/, EL..S-/787 rrOR�► n>?dnv Cu1tvE nA�rA t l i of 0 9 )--CONSTRUCT JUNCTION STRUCTURE �8 PER 3TO W 13 C _ x O R L T vl Q Z I W �" D,, Az 24", C=2.7' E 2.G, 1-03.9' ZjT 44'50' SY V 9 Mor Std' 3 ` I � � � Q A=!vG 2/ 43 . lg, z ~IIS ® 49•00'OON ?V5' 176r 9.32' © 30'17' 17" VO 5' MIT 7 37' t 'c Q STA. d+9�08d END LtNE `L-1 4 CONSTRUCT JUNCTION STRUCTURE Pq hER 5TT0 w9 tul o A=45' 8, A COs=24",C=4.37; E=4', L=5; EL.R=2?.40,EL.5=??33 � �I o,v STA. O+Q9.G/ f. CA 5 CON5TRUCT C.l°f '13 PER Srrj 504 �DIMENS/ON5 WAND v SHOWN Pt" g G A. O+(5s M 80 d RUCT NGT ON STRUC7ION A PER 67.0 509 CONST JU / +� '^ 7' A=45° 6=24 ; C=7.92' A, 02 =78" E=1o.77' L =9' 57,4.0+M.71 FAM LINE L- � C it'. C. w=17 v=�F I I SrA. 0+47 P3 rNrEn. n1 P55EL, R- /7.92 EL. s= /5.7,� 7 �` ` 2 `f N STA. O+oo LINE L -E '� �CONSTiPUC T L OC.IL DEPRESSION PE," c5riP O,?WS. S'!4e STA. 0437. 72 ENOZW L-4 STA.Ot??.04 E.G. �� STA.O*43.55 E.C. EVO LIMB t-3 'CASE B" s �c,o. ry=leo• v=�--�'� ,•.., .. �I ���G � � .. I�� �{, -.• ' =io: v=�' S EXIST. CURL AND SOMER-M6 " h !" ;. :, �, . A.0+2580 EXIST. CURl9 AND GUTTFR-f?'C. v _ _ �'_. STA. 2I +0/.33 E INTE/? — S �I NTER TA 0+20 AO G PIPEO STA. 0- QW ��� 7 IPE5 ---37A. 0*00 3 N°J°12 $TA.0+29.30 B.0 7 N y UAIE L-4 (� L I Ne L-3 SMN -3 --d"S �� t/�\� % STA. Of06.19 b.G. STA. 0+0?.70 /Vi n 1 dr - /.i //I/C /_/ fit ... .w... •....- • � — ..r,, •i I•I Iur i y F 1 a t c • r 1 F SHEET 5/10 1 i 1 i y F 1 a t c • r 1 F SHEET 5/10 SHEET 5/10 �ECTA.I/GUG4A'— rOWAIS/TION Av.4z L I rYP. ) r ' I1• � ffEApli',4LL � !d',PCP 7� HEADWALL ELEVATION, III s'H�cy �qA/w rhrx f�cF frrPrril> t , . '� C�IA/YNft 1',t�.li/S/ndry It' W )m s i►i�/RIES G =10 "TD I! =O" VARIES 49 =l4" r0 7 =0 " VWA /75 TO .T' /0 ~ WAIFS &,'7V 1=1 " Vile/E3 • TD S'�" !O" +�"S BASE'S A. C PAYED .It'L'f5s� iCOAD TYP.) I I � W �► s�� I( a h j- � R" dps !t «O. C. lot- .o MW OF ITYP/C.4L) CUT-OFF HALL JfDD'riC SAP hlOOPs IrYP. POT// Fi/C,FS) WirO L per eA' 'f rrmr STD. D,E'W� D 90. DE5/6AI "N" - 9' LEAI67'N = 9'-Z" (OM/T WEEPNOLE51) I/V5 rAZl 6 • H/~GII 4 AW L/NX FENCE MCC?OSS Br011,FZI CN.4N.YEL PtRago * S A L' F.C. R 57P.AFWK. AS/B Al Y 10P d& G�rRfL07I CNA/VNEL N'ALL ITyP.) x X x x y I x Oc NEAOMALL FOOT/AG J OVE'PFLDi1' MIME, I rate I 1#49 ° OG "/B "!N I I FGO/V '•,PCP I f /ELFT x I ,PE'L•Ti/NGULA,P T,PA�irSITION --------L— IYALL /`TYP/C.IL) CONS'TR'UCT wt.& -r Nf.4DM'ALL '� P LST --fief PE,P 134E T, ews STIP Pewd,. O 90 WALL vire S.B. �• f. C' D. ISEE HEADW.4L L ELEr.4T/OV -4X0JV£) STD. D,Q1V6. /qZE I fTOII x TVPE «i! " 17- /,y MAIIII PT STD. PeWd. ITYPE ''C « JOINTS /N wuS OR'1V6. /G 5 � x x x x x K b O� tiv a � i a� d �O ,CECT.I.i/CUL.t,!' i T,e-4Al T/ON I �� W.44 L (TYP.) V . f0�/14 fItLET � p'/7// MWNSI MAN W'41- SECTION AI SECTION A—A 1/2"=I'-0" e r /A/STAC L f�f PgVry !• / Ste /AISEV 75 PER STD. D,FWo!r. /5/8 (TYP. ALL T,?gPEIO/0.4L AMUS) /t" SQUA,PE ITYP ALL re o wL LS) dA,PS to /Z"O. C. fjiA! CNANNft Tx4vsmtw I iPE/NFO?CEMEA)T SIZE AAIP SPACING SEE TYPICAL CHANNEL SECTION M Tif*/S S//EE T SFE TYPICAL CAlf"IEl -M"rL x lar TH/S SHEET FOE eil ovOEGE/1lENrx ""r'1 CHANNEL T?ANSIT/ON B.=rWeEN A STA. ��f 00` STA. 3¢ f40 x x O I TYPE "C "JD/,v7- /N F/Ll ET /PEe;rXYGULXF 77051770 I s 44 L ' B C. C. STD. WWI-(TYP/CAL ' I TYPE "A" ✓O/A/T /i /A�YEA'T PE,P S. S. C. F. C. D. STD. JE eA',*A',VFL 7741517"1 OQlVri. /G S 3' DEEP CUT—Of)r "Iles ro =O'� vOTE) mIIII LOW ef1wvvEL- JTA. Z91 -j"'150 •- Aj'f6/ r s a.« • J/ts4 : t' J' SECTION 6-S 3/8" = I'-0" =O" repzCP A. t. PAVED, rAss ROAD � caysTA'/!C T t /NEI, ormo'L071' 1VIA l PEIP S.B.C.F.r'.D. STD. D,PWG. /9ZE 4.45 SW71f'ry (PLACE IVEEPHOLES ONLY BETWEEN STA. YO -,I 57-4. A?vI ,QFCTA.VG7JL.4�P r'�A10I �Sy,�/,!!ET/Z/CAL ABOUT S�) /d` TO G VA?/ES S ' TD G' (SEE SCHEDULE AFZOW) /SEE SCHEDULE aFLD/V) A71D R4 0,4rS ~ALM i TO TOP OF T,PAN5/T/O.V /VAL 15 /XSTAL L fP,VCE POST LI /#56,'7-5 PEC S. S.0 FC. D. Nf NAAWS40 /d "O. L'. STD. AfW6. /5/d «Vd aA,E's Ad /t "o. t w4f Alf's o7 /Z -O. c. j rsull e/ IIR 'fP17OLfS rD. DlW6. /dl RE O'FFf'I/dLE (all • • - �� y ?.VSTItIC rwe JET +r4 "4,Ps eo /B"o.c. 04 BA,CS e /t TYPIC owl Allez or les WAL L ISEE ivc Zf 41 l7plew e#lfhNE[ OP - ON T///S SHEET) �4 �Cg ,QE/NFORCEMENT I -I 9"F/lGE7* -Ol�EPFLOIV /HYE,PT p x � LWAI L/*;r x PENCE ON TOP OF Ch6440INEL TOP OF OYEfPFL 4:1)vW 7,V,4&S/T/ON WALLS PE,P CHANNEL WALL ,(TYP.) hv� M 4 /t" 1I~LAP OPT/O,I�iIL� L CHANNEL 1/2 11 /2" = 1'— 0" 0, FEiV1'F t,/,ff,P/G W/D7'"H TOP OF hZ OM -Alt : 3Z7t00 TO STA. ?31604 V VARES " NI or " 34/44 /2' 6.5' N 141600 o 0 391690 V e.5' PII f/L L ET 117779' SBfBC T?AA/S/T/ON " 39f00 �TYP/CAL) � I voRp L.5 TOL' " 39-00 M v 41-vW /O' G " :o e TDP OF HE•!D/Y•4L G FDIOT/NG XOTTOA/ OF FDDT/NG EEY HEADWALL ELEVATION, III s'H�cy �qA/w rhrx f�cF frrPrril> t , . '� C�IA/YNft 1',t�.li/S/ndry It' W )m s i►i�/RIES G =10 "TD I! =O" VARIES 49 =l4" r0 7 =0 " VWA /75 TO .T' /0 ~ WAIFS &,'7V 1=1 " Vile/E3 • TD S'�" !O" +�"S BASE'S A. C PAYED .It'L'f5s� iCOAD TYP.) I I � W �► s�� I( a h j- � R" dps !t «O. C. lot- .o MW OF ITYP/C.4L) CUT-OFF HALL JfDD'riC SAP hlOOPs IrYP. POT// Fi/C,FS) WirO L per eA' 'f rrmr STD. D,E'W� D 90. DE5/6AI "N" - 9' LEAI67'N = 9'-Z" (OM/T WEEPNOLE51) I/V5 rAZl 6 • H/~GII 4 AW L/NX FENCE MCC?OSS Br011,FZI CN.4N.YEL PtRago * S A L' F.C. R 57P.AFWK. AS/B Al Y 10P d& G�rRfL07I CNA/VNEL N'ALL ITyP.) x X x x y I x Oc NEAOMALL FOOT/AG J OVE'PFLDi1' MIME, I rate I 1#49 ° OG "/B "!N I I FGO/V '•,PCP I f /ELFT x I ,PE'L•Ti/NGULA,P T,PA�irSITION --------L— IYALL /`TYP/C.IL) CONS'TR'UCT wt.& -r Nf.4DM'ALL '� P LST --fief PE,P 134E T, ews STIP Pewd,. O 90 WALL vire S.B. �• f. C' D. ISEE HEADW.4L L ELEr.4T/OV -4X0JV£) STD. D,Q1V6. /qZE I fTOII x TVPE «i! " 17- /,y MAIIII PT STD. PeWd. ITYPE ''C « JOINTS /N wuS OR'1V6. /G 5 � x x x x x K b O� tiv a � i a� d �O ,CECT.I.i/CUL.t,!' i T,e-4Al T/ON I �� W.44 L (TYP.) V . f0�/14 fItLET � p'/7// MWNSI MAN W'41- SECTION AI SECTION A—A 1/2"=I'-0" e r /A/STAC L f�f PgVry !• / Ste /AISEV 75 PER STD. D,FWo!r. /5/8 (TYP. ALL T,?gPEIO/0.4L AMUS) /t" SQUA,PE ITYP ALL re o wL LS) dA,PS to /Z"O. C. fjiA! CNANNft Tx4vsmtw I iPE/NFO?CEMEA)T SIZE AAIP SPACING SEE TYPICAL CHANNEL SECTION M Tif*/S S//EE T SFE TYPICAL CAlf"IEl -M"rL x lar TH/S SHEET FOE eil ovOEGE/1lENrx ""r'1 CHANNEL T?ANSIT/ON B.=rWeEN A STA. ��f 00` STA. 3¢ f40 x x O I TYPE "C "JD/,v7- /N F/Ll ET /PEe;rXYGULXF 77051770 I s 44 L ' B C. C. STD. WWI-(TYP/CAL ' I TYPE "A" ✓O/A/T /i /A�YEA'T PE,P S. S. C. F. C. D. STD. JE eA',*A',VFL 7741517"1 OQlVri. /G S 3' DEEP CUT—Of)r "Iles ro =O'� vOTE) mIIII LOW ef1wvvEL- JTA. Z91 -j"'150 •- Aj'f6/ r s a.« • J/ts4 : t' J' SECTION 6-S 3/8" = I'-0" =O" repzCP A. t. PAVED, rAss ROAD � caysTA'/!C T t /NEI, ormo'L071' 1VIA l PEIP S.B.C.F.r'.D. STD. D,PWG. /9ZE 4.45 SW71f'ry (PLACE IVEEPHOLES ONLY BETWEEN STA. YO -,I 57-4. A?vI ,QFCTA.VG7JL.4�P r'�A10I �Sy,�/,!!ET/Z/CAL ABOUT S�) /d` TO G VA?/ES S ' TD G' (SEE SCHEDULE AFZOW) /SEE SCHEDULE aFLD/V) A71D R4 0,4rS ~ALM i TO TOP OF T,PAN5/T/O.V /VAL 15 /XSTAL L fP,VCE POST LI /#56,'7-5 PEC S. S.0 FC. D. Nf NAAWS40 /d "O. L'. STD. AfW6. /5/d «Vd aA,E's Ad /t "o. t w4f Alf's o7 /Z -O. c. j rsull e/ IIR 'fP17OLfS rD. DlW6. /dl RE O'FFf'I/dLE (all • • - �� y ?.VSTItIC rwe JET +r4 "4,Ps eo /B"o.c. 04 BA,CS e /t TYPIC owl Allez or les WAL L ISEE ivc Zf 41 l7plew e#lfhNE[ OP - ON T///S SHEET) �4 �Cg ,QE/NFORCEMENT I -I 9"F/lGE7* -Ol�EPFLOIV /HYE,PT p x � LWAI L/*;r x PENCE ON TOP OF Ch6440INEL TOP OF OYEfPFL 4:1)vW 7,V,4&S/T/ON WALLS PE,P CHANNEL WALL ,(TYP.) hv� M 4 /t" 1I~LAP OPT/O,I�iIL� L CHANNEL 1/2 11 /2" = 1'— 0" 0, ECTION CHANNEL SIZE SCHEDULE -TYPE 'A" JOINT /0 mre.77PE.?' s. S. r• f. c a. STa PIM"'. /t s r CNAA4NEL O�? RCd /A�YE,E!T CUT-OFF WALL DETAIL, ,?EAC,/ W/D7'"H NE/GHT STA. 3Z7t00 TO STA. ?31604 V VARES " NI � " 34/44 /2' 6.5' N 141600 o 0 391690 V e.5' " SBfBC " ECTION CHANNEL SIZE SCHEDULE -TYPE 'A" JOINT /0 mre.77PE.?' s. S. r• f. c a. STa PIM"'. /t s r CNAA4NEL O�? RCd /A�YE,E!T CUT-OFF WALL DETAIL, SHEET 6/10 f ,?EAC,/ W/D7'"H NE/GHT STA. 3Z7t00 TO STA. ?31604 Vile/ES VARES " 351600 " " 34/44 /2' 6.5' N 141600 o 0 391690 /2' e.5' " SBfBC " " 39f00 VA,P. /Z'TO/O' voRp L.5 TOL' " 39-00 M v 41-vW /O' G " M 4/t50 " r 45t80 /O ' 5.5 ' N 467td0 I/ r 441600 /0' YAP. 5.5'74 G' " •f G 1640 N N �tZO /O' 61 N /O' YAP L '7204 5' to 49440 o v SOt60 /D' 6.5' • 5416 SO - /O XG ' RPCB tat 4.5'16 YA?/fS SHEET 6/10 f ism �•-•SYiNMET.?/l'.4L ABOUT i� CH,4HiYEL / II fYlm& frf//r FIF"&. f. RL 4w (SEE DETAIL )'//S S//'rzT) ELEVATION 3/8114_011 /SEE PLAN) CHANNEL A'Al G O WINGWALL DETAILS. !CHANNEL (SEE PLAN —' I A.C. P,lNED ACCESS COAD STA. 32+30 TO STA. 34+00 T. FUrvr,6 7B ",CCP N4 BARS A) - I8 "O. ex W -TYPICAL CHANNEL /PALL ,Pf/NFO,PCfi11DNT (SEE TYP/CAL C//ANNEL SECTION T//lS SNT.) If " 04 BAPS G FILL ET /2" 0. C. ,v *4 04,?S e SECTION A -A 1/211=11_0It 101101, j i .. I. L•'• PAVED 1 y l4reES5 ,MAP �- CONST,PUCT TP.IPEZO/DAL CHANNEL STD. PPWa. 19Z46 V/4,Q/ES /3' v4pIE5 5' 45' X75"TOO' O'TOG.7S' YA,P/E5 t V,5'TOO' y� H ,PAAIP °`:.o ACCESS ,?DAD CONST,QUCT T,PAPEZO/DAL PER S. 8.C. F. C. D. ,57D. Peips. 1,92E STA. 30+45 TO STA. 30+90 5E fUTU,PE 7B",PCP VArArs VA,Q/ES /B `TO S' (SEE PLAN ISEE PLANJ o o �y1 A. C PAVED • �?i ACCESS ?DAD M HELLMAN AVE. TO STA. 30+45 STA. 30+90 TO STA. 32+30 TYPICAL CHANNEL* SECTIONS I"=5 V rZrS 4S ' TO S' l'SEE PLAN) 0 11 TOE OF SOUTH CHANNEL IV.4Lt� w � FUTv,PE ?Z",QCP� a ENErsy D/SS/PATO,?5m (TO TAL _77!N _7PONS) (SEE PLAN) , f- A.C. PA!'ED ;� 1 ti ��..' •ACCESs ,FORD TN/C,rEN CyA,NNEL L /P TD Is opFEPX 1Z"S40IQZF FOP FENCE POST /NSEPTS(Tyr) CONSMICT T,PAPEZO A4 CHANNEL PEQ 5.8 C. F. C. A STD. DPJNG' /9ZE L11 t; 6`H/GN CHAIR L/ FENCE 1/A,e/ES ITYP/CAL) (SEE PLAN) h W V h i N� CONST.PUCT T,PAPEZD/Dt41 CHANN PEP 5.8. C. F. C.D. STD. DPKIG 192E I �! FL A ACCESS ,FORD G"Ctr (ryP) L I <TyP> PLAN � v :e': =E: V ELEVATION ENERGY DISSIPATOR DETAILS 2ECTANGULA,P CNAq/NEL C- ,/ SY.WWE rR1444 .4do0 T ) VA,P/ES S ' TO G ` /D (SEE SCHEDULE dELOMJ ISEE SCNEDUL.E aELDiVJ .IAD 04 405 AA,PALLEL I TD TDP Of T,PA,VS/T/OSI/ WAL L 5 INSTAL [ FE,VC'E P05T �I SE/Z TS PE,P S. S.C. re.D. STD. DRP/vS. / 5/ 8 M SECTION 4 dA,PS tp /Z O.C. h 4 ' % L /A/STAL * "/ /yfEPNDLES t t ! o h Zo It o. C• FEr S.B. PFOu -� W STD. newt.'i` CONSTIlICT/OiII ✓D!N T v a i *4 SACS (O 1B"'0.C. i/"LAP /DPT/OA��I6� TYPICAL CHANNEL SECTION, 1/2"=I'_0�� CHANNEL SIZE SCHEDULE �N q: 44 BAPS /V r ?) ;r4 SAPS /VT. Y) TYPE "A" ✓olvr /AF /Nair Pfr S. s. L'. i. C. a. STD. D'FAW- /dC S /Z~ CHAV,fe4I OP ,PC,# /NYE,PT CHANNEL O,P PCB JNvE,PT (,eECTANGULA,P SECT/ON) (QECTA.f�GULA,P SECT/ONJ klm TYP/l'AL eA14NMCL OP 4 BA,eS ,PC6 ,QE/NFOXCEMENT /? N0. C. I9"F/LGET V G" CUT-OFF WALL DETAIL, +Y48A,PJ 1/21,=1 1_016 000 I #4 BAPS tA /Z "O. C. 7,,fAvEZW1DAL CN.4NNE'L INYE,PT ,PE/NFD,?CEiIIENT NOTE: PeaY/DE 3 ",?AD/US GW VP5T,?EA1V END OF OEFL EC TOX NAIL S LECTOR WALL DETAIL fEACN W/ O H NE/G -//r SrA. 32V-00 TO SrA. :730-00 N/A N/A " 33100 " .34140 N/A N14 34100 N 99190 /2' 4.5' • 38-80 " 39-00 Y/LP. /Z'TD/O' YAV. L.S TOL' " 5-9.,J1,00 M " 4/".41 " 4/tA0 " 4/ -SO /10' Y,4? 6 'TO 3m5' " 4/150 N „ 45190 /0' 5.5' • 45td0 " " 44 t00 /O ' YAC 5.5'70 G' M 46 100 " " 4)"M N 48•/?D N Al 4Bt40 /O' YA,P. -6'7045' 49440 " " SOtSo /O' G.5' r 504 SO N /4.r6 ',QCt3 /0 ' 4.5't YAQ/L=S