Loading...
HomeMy WebLinkAbout1847-D PROPOSEu 1­1Iv15HtU DLNv ,n Ml- Mr, vv. 143 E SURFACE ABOVE PIPE H D ' A THE NEC HIG AND 66' N ETIWANDA AVENUES, CL 30 �,. V) f- HIGHLAND AVE., 24' E. OF CL t5 , {'bD8.8 o {n o ETIWANDA AVE. AT THE N.W.C. PROPOSED ISHED co a , L.` rn SURFACE A PIPE + o " 8 DROP-IN-BOX SETSTD. TD FOR BRASS OF 4 X C) �= r-- � � �cp co 1 foO7.9 DRAIN CULVERT SET 000 m DISK. LL_ o r ELEV. 1432.612 N tp O O M - ti rw / C) O 16M.5x 1607.92 C3' o -46t4- 1607.4 - TW ,�, - - EXISTING GROUND FG 46A9- --1610 Wo _ AT CL OF PIPE 30 1603.0 1604.71 _ 1604.5 1607.4 FG . _ 1602.0 YC .1604.2 FL FG : � ;. � -EXISTING GROUND Gw0.1114 � # - AT CL OF PIPEPRO ED 1/2 TON t x JV x _ \ 1 00 . RIP-RAP 3.4' THICK) AND _ = d1 p� 1593.1 FILTER KET PER SOILS _ ENGINEERS RECOMMENDATION f 1600 1600 i 595 _. w 1592:0 DL (599.0 W1NGW F AND HEADWALL .k _ _ ALL-, _ _ _ - _ _ . - . __ _ TING, - DL \ R N - ''` 1594.00 PER CAL S STD D 90 w 'PROPOSED 1/2 TON s 1 RIP-RAP (3.4' THICK) AND 0218 p FILTER BLANKET PER SOILS 1592.8 w GRADE TO 5-0.013 FL i z z DRAIN ENGINEERS RECOMMENDATION ' o �, _ \ x 44 U w aOS rnW ¢ � � � � � _ PROPOSED 1/2 TON 3 3 _ - RIP-RAP (3.4- ) AND 1 FILTER BLANKET PE SOILS WINGWALL, FOOTING, AND HEADWALL w Y' GRADE 0 EN GINEERS M PER CALTRANS STD D-90 o z z z Z >. DRAINC.D g , in ,� g ,� t a- 3 Q �_ PROPOSED 1/ TON r w Lm us WINGWALL, f0011NG, HEADWALL a' w rn 3 "' a RIP-RAP (3.4' TH K) AND a PER CALTRANS D-90 C, N FILTER BLANKET SOILS z _ z v �", CONTRACTOR TO VERIFY : _ © w o � � � � o ENGINEERS RECOM ENDATION - 0 o PRIOR TO BEGINNING _ °° Oq o CONSTRUCTION N Qr0o�85.26 CFS Q1w=585.3 CFS t WINGWALL,`FOOTING, D HEAUWALL V��=}g35-f�S o c► _ - v 1e.s FPS + PROFILE SCALE .- war= o PER CALTRANS D-90 p I b.l i FPS 61 LF CONSTRUCT 136.84 LF 36 LF 41.3 LF CONSTRUCT 92.53 LF 29.E 1F HORIZ: 1"= 40' 96" RCP 1350-D - - : 96" RCP 1350-D .h, 1.._ 4' VER - PLAN SCALE 13+00 12+00 11+00 10+00 12+00 11+00 10+00 9+00 HORIZ: 1"= 40' CENTERLINE IMPROVEMENTS SOUTH LINE OF THE EXISTING 16" CCWD WATER LINE NE 1/4, SECTION 30, EXISTING 96" MWD WATER LINE PROPOSED FUTURE MWD 96' WATER LINE T1 N, R6W, S.B.M. EXISTING 96" MWD WATER UNE PROPOSED FUTURE 96" MWD WATER LINE EXISTING 16ccwD WATER LINE - GRAPHIC SCALE j t c o o o '�' ,4` '/ ) PROPOSED 24" CCWD WATER LINE - i o 40 0 20 40 so 460 00 - : fl `_.. --- - -- r ?�, � ��, L' �'• ( IN FEET ) 1 inch = 4-0 ft 1 TB-1608 8 »B» A _ _ _ Y �"� _ 0 1 19+60.00 BANYAN STREET ', 16ti.-: , _µ f - �'� � gib• _ _ � - � ' _ STORM DRAIN CONSTRUCTION NOTES / - 37 INSTALL 6 FENCING PER CALTRANS STD 811-52 TYPE 7 SEE SHEET 8 - - - - b CONSTRUCT PIPE CULVERT HEADWALLS ENDWALLS AND WINGWALLS PER CALTRANS STD PLAN _ -- 59 .% _ EE SHE 37e. FL rti 18 = PLACE 1/2 TON GROUTED RIP-RAP / .,c5 C - " GRADE TO = 40 CONSTRUCT 96 RCP (D-LOAD AS SHOWN ON PLAN - / ►, ;T DRAIN j '� - 1592>0 0 - Y -o -'-?c? _ - - -- - �, bFL CONSTRUCT CONCRETE CUT-OFF WALL PER SECTION B-8 ON SHEET 8 J - (37 j 000, co 01e43 _ 29 95 / t 1600 1605 ,1 , /, ` 57.8' 10+80.94 LINE 'A' 40 16+52.91 BANYAN STREET CENTERLINE IMPROVEMENTS a w a Li a a SOUTH LINE OF THE o z z _Z REV15E GRADES, LINE "B" SHr 5 o NE 1/4, SECTION 30, m �? o w o CITY w TIN, R6W, S.B.M. o ,,,., � o DESCRIPTION OF REVISION DATE APPROVED: op O N L O LO + C CITY OF RANCHO CUCAMONGA C) PROPOSED 24" CCWD 36 WATER LINE 36 36 36 STORM DRAIN PLANS BANYAN STREET-OFFSITE BANYAN STORM DRAIN LINE 'A' BANYAN STORM DRAIN LINE wBw LINE 'A' AND LINE "Bw RANCHO ETIWANDA WEST WINGWALL EAST WINGWALL WEST WINGWALL EAST WINGWALL APPROVED BY: DATE:L4,1 Underground S�VIC@ A� LINE "A' LINE 'B" QRpFESS�O� CITY ENGINEER J7�� �/'` RCE: 24953 L (FT) • ANGLE (DEG) L (FT) ANGLE (DEG) L (FT) ANGLE (DEG) L (FT) ANGLE (DEC) �p ONp J. q �� ,'�� _ ��. Cu Cad TOLL FREE <<9 Fy DESIGNS RECOMMENDED �o UPSTREAM 48.0' 8.9' 18.5' 29.2' UPSTREAM 12.4 15.0' 8.5 15.0' �t AUARD ENGINEERING _ o - ML/JR/DBW � > 1_ No. 36052 m a.a Sl a, iia DOWNSTREAM 34.0' 90.9 44.3' 51.4' DOWNSTREAM 29.0' 15.0' 31.9' 15.0' w rn DRAWN I.�'""'®"» SHEET 227-2600 * ANGLE RELATIVE TO PROPOSED PIPE BEARING ��� Ex 6 30 2004\ / F E 5 of 9 p' �- CGR DBW � �!�'a'S _ „�tsos,sss»ss y/ C f V L�- CHECKED C DRAWING NO. A F F� RAYMOND J. D R.C.E. 36052 ♦p� CA\_\ CITY EXPIRES 6/30/04 lM7-D Two WORKING DAYS BEFORE YOU DIG DAA Fienome. M:\Dwc;\12103\B4CKFIONE\STRFt TS\Bn',w\&Vt M_5.DWG PROJECT SHEET NO. OF Dote: SEPTEW-1k 25, 2002 m; t BENCH MARK NO. 148-B - _ UES; 66 N CL PROPOSM FINtS11E11 _> _ _ _ __ ETIWANDA AVE., 24 F , E 0 CL SURFACE ABOVE PIPE p ETIWANDA AVE. AT THE N.W.C. OF - _ PROPOSED: X8' DROP-IN-BOX _ _t _ _ _ _ _ _ _ _ DRAIN CULVERT, SET STD F BRASS SURFACE ABOVE PIPE EXI NG GROUND DISK. _ - ELEV. 1432.612 - AT CL OF PIPE 1 aoCl 7TW"" 7 + S 16Q3 28 _. _ __. N N TW - x - . I> x - m Ln 1605 lltuO ' - 1604.3 1605 1600 i 6M, 1602.8 DL " 30 FG i 1597.5 � 1595.77 - WS- 1599.0 - 1597.9 TW TW . x GROUND FG - 1595.1 \ _ - AT CL OF PIPE FG 1 594b FG 1599.0 _ HGL FG _ {1 59 0 1593.0 S °-�:- - _. - - DL _ DL PROPOSED 1/1 TONwit i 590 TER BLANKET PER SOILS f x E INFERS RECOMMENDATION \ _: pROPOSED'-1 S_pb_ _ _ DL RIP-RAP (3.4 THICK AND ': 274 x 1586.00 FILTER BLANKET PER OILS Tyra' ENGINEERS RECOMMEN ATION �Q1585.00 - __ 1585 00 WIIVGWALt~ FOOTING, AND HEADWALL FG-GB PER TRANS STD D-•90 GRADE T WINGWALL, FOOTING, AN WA ALL, 0 EATS LL ; I l DRAIN - _ _ _- : _ >_ ►., Z PER TRANS STD P CAL -90 d') 1 ©CJ z � 0- 01)2 # } .•., ' ' c>W � Q Eta t TON _ . .- a3 o ER ►- RIP-RAP 3. ICK AND ._ _ z " ` i - 3 °� 3 `�i = �'� ( z � n 1 t cow oo` N +585 i 585 FILTER BLANKET ER SOILSi 580 v + o Q ,r © a ` ) (MADE TO r3 $ j> � _� t- � NU \-VANGWAU, _ N FOOTING, Q HEADWALL _._ W aa _ � � _ � � � DRAIN a a PER CALTRANS D-90 O a _ 2 TON z9 RIP-RAP 3. THICK AND w m m �i• FILTER BLAH PER SOILS 801w,306.00 _ . rn Q -463.12 t�S En _ CONTRACTOR TO VERIFY _ _ CF5 ENGtNEERS OMMENDATION 00 ,ao ,r, O C° $ 00 _ o r PRIOR TO BEGINNING o V 19.35 FPS : � V -19.12 FPS a a CONSTRUCTION + _ WI TING, AND - NGWALL, F HEADWALL 19.2 LF CONSTRUCT 94.9 LF 8.9 68 LF 'CONSTRUCT 102.87 LF 40 LF PER S STD D-90 PROFILE SCALE 72 RCP 1350-D 72" RCP 1350-D Rte. 1�'- �' . . HO . VERT: PLAN SCALE 12+00 11+00 10+00 9+00 12+00 11+00 10+00 9+00 HORIZ: 1"= 40' CENTERLINE SOUTH LINE OF THE NE 1/4, SECTION 30, SOUTH LINE OF THE IMPROVEMENTS T1 N, R6W, S.B.M. PROPOSED 24" CCWD WATER UNE CENTERLINE NE 1/4, SECTION 30, PROPOSED 24" CCWD WATER UNE EXISTING 96" MWD WATER LINE IMPROVEMENTS TlN, R6W, S.B.M. EXISTING 96" MWD WATER LINE EXISTING 16" CCWD WATER LINE EXISTING 16" CCWD WATER LINE C , ,�• �, i GRAPHIC SCALE M 7� 5 y 40 O � 1!0 20 10 e0 e. 1 1 I > IN-FEET ) z 1 = 40 - ; I 8' inch ft. r PROPOSEb FUTURE 16" �. : . ,a � WATER IN s PROPbSEb FIRE 96". r / 1�1WWD TE LINE MWD,'WATER LINE - ;I ! I` �5g'► ,% f 10f80.41 STORM DPAIN UNE"'b" - �- - - - 24+6 7 N v. i� 6 BANYAN TRE 133 ; ! I �,, o STORM DRAIN - ' Y�' 4.28X � - _ 1.00% �; w EkIST1NG' POWER 'POLE , - / f �' 37 TION NOTES a i PROTECT IN PLACE J '/ N1 18'41'YV 30 �- -- s 2.54% I ; ,' J INSTALL 6' FENCING PER CALTRANS STD B11-52 TYPE 7 (SEE SHEET 8) , , ; _ _ _ .__ _ _ _ . _ --:_:-; -_ _, � 15� `. - � o� . 33 CONSTRUCT 72" RCP (D LOAD AS SHOWN ON PLAN) _ 4f?+54. r I - 33 s � DL 22+43.04 BANYAN SLEET `'' RT HEADWALLS, ENDWALLS AND WINGWALLS PER CALTRANS STD PLAN D-90 U TRU C 36 -CONSTRUCT PIPE CULVERT 43 (SEE SHEET 8 OF 9) ,, aR { �, - - P 1 TON t895 - ti t _ E�EISIING POWEf'� PQ�E S I .-_� '� � �: 37 LACE /2 0 GROUTED RIP-RAP PROTECT_lN PLACE 37 CONSTRUCT CONCRETE CUT-OFF WALL PER SECTION 08-8' ON SHEET 8 30 , 605.0 � � � S $ _ _. _- - --- � 3.096 `, I DL '27_1 s ' `. ` 1591.0DL T� 1 � �, S•� `` - ii 4 4 r N00' '27 E y� X ;►� _ r 43 t p \ 1595.0 "N ? I lm 1 19.2' 18.9' w a w a a a a a o Ln 'n a o 04 o DESCRIPTION OF REVISION DATE CITY APPROVED: d �I N � co C> o CITY OF RANCHO CUCAMONGA 36 36 36 36 STORM DRAIN PLANS BANYAN STREET-OFFSrrE LINE *C" AND LINE *Dw BANYAN STORM DRAIN LINE 'G* BANYAN STORM DRAIN LINE "D* RANCHO ETIWANDA APPUt 1'�'Ol1f1d Serme Alert 19 X0 �N CIIYRENGINEER VED DATE:/24 F ESS� ( � RCE: 24953 WEST WINGWALL EAST WINGWALL WEST WINGWALL EAST WINGWALL k� pa0 J' q� �� T FORE Y�i LINE "C" UNE "D" �,� �� F DESIGN �'sd B1 RECOMMENDED CZDo Cad TOLL FREE Q 9� c� AUAAD ENGINEERING c L (FT) ANGLE (DEC) L (FT) ANGLE (DEG) L (FT) ANGLE (DEG) L (FT) ANGLE (DEG) v� ax o - ML/JR/DBW 1-800 0 No. 36052 m °'° „� Sk s"n°'� �a r'a°m / UPSTREAM 13.3' 15.0' 13.3' 15.0' UPSTREAM 15.3 15.0' 14.3 1 9A w m DRAWN r SHEET 11rt( 227-2 Exp 6 30 2004 CGR/DBW Tann M&1815 Fax(SW 3W17 s 6 9 DOWNSTREAM 19.5 15.0' 18.9 15.0' DOWNSTREAM 20.7 19.0' 29.8 18.5' ,r Q- of �9I C I V I` �\ CHECKED r DRAWING NO. TWO WORKING DAYS BEFORE YOU DIG F CITY ��� 07_ R.C.E. 30/0 47-D � CAt� Ex�REs s/3o/o4 Film a M:\DWG\+2103\BACKBa+E\sractn\sa+AN\eAxr,.n_e.DWG PROJECT SHEET NO. OF Dote SEvro� 25: 2002 m, BENCH MARK NO. 148-B AT THE N.E.C. HIGHLAND AND EXISIlNG GRt)UIVQ _ - t _ _. � - IWAN A AV UES, 66 N. CL ET D EN , PIP AT CL 4F EAVE., 24 r _ - -PROVOS FINIS 1595.35 1595.35 HIGHLAND N A G LAD E F 0 CL TC , : TC _ _ :_ __. _�_ _ � SURFACE ABOVE PIPE AN A PROPOSED FINISHED SURFACE _ OF I 4'X8' DROP-IN-BOX NTBOX OR _ y __ _ _ . ; _ OVER STORM DRAIN - DRAIN CULVERT, SET STD. BRASS DISK. ELEV. 1432 612 otop 7 : w U_ _ S __ _ DL Crn .# WS 1591.42 0 iii Co100 i 590 is9e '1590 i590 586.9 FG `s j SP 15875 1587.4 _ r N5,r WS584.8 �� FG TW - ._ � 1585.0 SEG j 2 TONWS-1586.5 n W tp N TW - - - - - - - - - -- . _ EXISTING (3.4! _ t ..RIR-RAPTHICK} �? C) Q' o+ DAY CREEK FILTER BL kNKET PER SOILS � - r _ w n 5�0.@114CHANNEL ENGINEERS RECOMMENDATION 2.5 Q134 FG - 0 Z + r _ WINGWALL, F TING, AND HEADWALL 0 w PER CRL S STD D-ss +t i 580 i 580 80 i 580 _ n U _ INSTALL 16.14 LF N r w _ U - _ _ _ _ _.: __ _.. - _ _ 24 REP 1500 fl _ o• w?� _ , _ _ _ _ _ �., P POSED 1 2 TON z o� _ 15 8.20 INV - l z o RIP- (3.4' THICK) ANp r. DAY CREEK CHANNEL _ o U-) FILTE BLANKET PER SOILS _ z � R I cv $ N ALL -26.55 L:F: - ENGIN S RECOMMENDATION . � • w EN TION _ o + 4 RCP 1500-D th I1 4 _ _ - - - WIN FOOTING, AND HEADWALL • . o Z P R N N IN __ _ _ 0 AR tc-' z co =3: 4 F .43 �°``' z Z y _ I E U OF SA BER r o> D+ 2 C S Q r r z - _ T STD PLAN 309 t c� ► , W ►.� _ -12.7 FPS -15.0 FIS J o { } • e, ♦ _ _. Z N F- r Ce ry 1 1 (0 aCe En �3 O � t > a NT T T VERIFY _ g - Q CO RAC OR 0 $Cr z - I W? 00 INVERT PRIOR TOUj C14 - - _ _ _ _ _ - W o BEGINNING CONSTRUCTION o m N o , $� r BEG G CO 0 }- o + $, o �n $ Co - Q X25.5 L'F S o _ 00 r 400 Z ado + Cr _ _ _. _ _ _ :_ .. _ __ _ 11 7 C> _ z ++ o+ r V�� 2 FPS LO ! . r v,a,-9.s F� ; a PROFILE SCALE INSTALL 55.94 LF t3 if 1NSfALL $8.t0 Lf �� _ _ . 4' 1 RCP 1350 D _. _ _ - - __ ... __ .____ __ . .. � 1�� � Z RCP 500-D - 36 - VERT 1 = 4 R : PLAN SCALE 11+00 10+00 11+00 10+00 12+00 11+00 10+00 9+00 HORIZ: 1"= 40' PROPOSED FUTURE 96' EXISTING 16' CCWD WATER LINE EXISTING 16' CCWD WATER LINE SOUTH LINE OF THE MWD WATER UNE EXISTING 96' MWD WATER UNE EXISTING 96' MWD WATER LINE NE 1/4, SECTION 30, EXISTING 96' MWD WATER LINE T1 N, R6W, S.B.M. - PROPOSED FUTURE 96' PROPOSED FUTURE 96' EXISTING 16' CCWD WATER UNE MWD WATER LINE MWD WATER LINE , '�' �'� ��� PROPOSED 24' � 8 \ " PROPOSED 24m �'l` ; \ CCWD WATER LINE ♦ CCWD WATER UNE �� �� � r WA - \ STORM DRAIN TION NOTES' - �.' CONSTRUCT 24' RCP (D-LOAD AS SHOWN ON PLAN �rk ��: I ! I ! `` 32 CONSTRUCT 36' RCP (D-LOAD AS SHOWN ON PLAN) \ I 34 CONSTRUCT TRANSITION STRUCTURE NO 3 PER CITY OF RANCHO CUCAMONGA �- �- l� ' i INTRSECTION� � STD PLAN 331 (SEE PIAN FOR A AND C) PROPOSED 24 i I ` 29+60:00 BANYAN STREET= -- - CCWD WATER LINE ��' S0 - ' -= I { �`` �� � � � � ... I i j / 9 1 I 35 CONSTRUCT HEADWALL WING-TYPE PER COUNTY OF SAN BERNARDINO STD 10+53.67 LINE 'F' PLAN 209 (SEE SHEET 8 OF 9) X i 1095 \ ` \/ 3 . 37 PLACE 1/2 TON GROUTED RIP-RAP '� i ! � I CONSTRUCT PIPE CONNECTION PER DETAIL SB220 ON SHEET 8 1 _ p INTERSECTION r Y 26+73.42 BANYAN STREET CONSTRUCT PIPE CULVERT HEADWALLS, END WALLS AND WARPED WINGWALIS C SEK \ 37 - - - b PER CALTRANS STD PLAN D86 (SEE SHEET 8 OF 9) � aN 1+31.51 LINE "E-1" ,�% � NOO'34' "E� WI » n �1 mss\ LINE E-1 SEE LEFT $" P� .9 CA- 40' 1592.5 / I 1 DL LINE "E" SEE RIGHT 1�14 LLJ z — II zd o w w =u = w =II = a v b w 00 w W w o — > o ZON z I w> CL O ZW W M aW co Ln OJ w )> ,ci o = >�? Z w Q Z °° w _ M Z � z > U� W �- � W zz Of 00 Z ~ Z > co_ � Z wZ n pca� z I zda o � cn Jw $- �nCm > Z Z rn w �n = rn U _ w w Mme_ - V) d m W i� `n N ; Jp � r+�. - w i�)M cn zp mr Z w z Zw3 � � . mt Z C14 16llWr� - M M O O Z_ � po pry p O ~ C� J N c0 O Z r7 W I In00ip F m r Z_ � � O to r- cc 00 U Z '�+' ' � 3 � � � J z + + � � 3 m C) J Z �, + C) oz QCONNVERTOPROR T0R TO 1� Co x � \Z � � J z o b CD a 00 99 g + ± n `~`-x' BEGINNING CONSTRUCTION a W a i~ o DESCRIPTION OF REVISION DATE �pR D: to W LU N Z Z m CITY OF RANCHO CUCAMONGA 31 31 34 42 44 32 35 STORM DRAIN PLANS LINE *E--1' LINE "E* LINE *F" BANYAN STREET-OFFSITE LINE "E", LINE *E-1w AND LINE wFw RANCHO ETIWANDA Underground SerVIC@ A QROFESS/0' APPROVED BY: DATE: ' O o J NqCITY ENGINEER ` _�� 1� RCE: 24953 CO. TOLL GRAPHIC SCALE ���� �N Q��9 C�2 DESIGN p' ''ad By. RECOMMENDED ,0 0 20 40 ao ,6p ALLARD ENGINEERING No. 36052 m o Z ML/JR/DBW CM - � � r-� 1-800 Exp.6/30/20 csDs�M&1615 se,.A��35&1795 227-2600 — — IN FEET ) ,� m DRAWNCGR/DBW 1615 c fax W SHEET � 6 30 2004 � 9 1 inch = 40 ft. !'>9T� V 1 �F��\P CHECKED RAYMON➢ J. ALLAR R.C.E. 38052 DRAWING N0. TWO WORKING DAYS BEFORE YOU DIG OF CA CITY - - EXnlM b/3O/µ �7-D DA PROJECT SHEET N 0. O F �.,_: M�\'2,03\sAacea,E\srRr F n\BANYA+\BkWM-'.°"l Dot.: SEPTEMBER 25. 2002 m ,� rel' (' ,etre 101_ • .. I I I - 1 i - _ r __ . - r j v ,,. �hc,Tfsr AL,0 M mm chanife- -J- - 4S,n __ _ _ _c, I. r I. F _ ! E II 1 j �,�. H f ,Y.P.,•-& �n1- -I-I �I .'r + �0 t p I + [ _ -_I - •trfe �1.-. . tri►+ -=All ;� r�. e[fie 11r� f �iu(it -- H �- -1 �- 3 YI^ Y9. Y; wt Y!r r r ,_I,~ 1( i_-:�-a t -" r I t I s �� 4- ; I � , ., �I o IT----:�-,- .. � __ .. S' j,70�0 •re-� Yc.. Sa?_•'`7`% 1 , `�lul 1 1992 1 7 L 1- - i, 5 - I 1 i. 5 I , , yr 1, 1997 N•rDill .r lert•c1n- t Ven X,-- 1 '"fpa'r tt4e'M 99'71y ry>t -, 6__ .- .._.. , dUt r.� i �A c�41.,1-t4..w 60.E ••� w+.....o,r•an ,r»3.5.N ,nr•4 7 1 1 t{� -t-^-- t••--t'-� 1 E I _ •t rr wvyt 7�'t -._ ,i . ) '. '\`�1111 •• •.f•a ., - / SN}y 6; J-I►r,lw�.r n• 1• • b mow+.•l t•IOeaw A•4�e M. b __ K,.i s„� - ?!rc, - 4^T 6G, nus Y5c '!_ --__.-_... --- 1 t 1-� -y - r.. •, ,4-54?4 .,� •JI-- _ ,.,r.r...,•.w1.66+.1, i cr `.!I..i 4w. Ur,6;...r.pr.x..M.I er. .-••r w M•rw � II - _ _ . _. _ . .. ,b,Y,.rr.-.r.w1...suer•.a..m :.Rv H:e , ' -_.-- -_.-t _ �. 2(X1- - .. ,m.. . -P I - r _ - fT 1Lop.«»s,,., \\- r"6O PON' ELfVAT1(}N - loo .\\ i. !ii _- rl �I •.M MaCwM W J FM W wMo, } rrvl MIDI - FRONT r L 1 -�1 rr.�Wu -___.sj i ..b..w •6666«�.w�,b ,.» .« L ->._ Ir<C_ t+Ea :'Jva: Ei EVAT!ONrtie• rtre o► L- 6666..T."""" z:.,..•.,.. ""I ...r.rc- 3 -- FRON' FI EVAT ON F eorft%NKO 4A e14w'1kiN ae•e4reir -4 �.. 1i!''rM ewTei. .".rgebp 1 _I,f1 FA]N4: :. - - 6666. _R�NT -f.(.fr_VATION "`" O!D•611 Tit!•.dltY.will• 1dr1D • roma _ _ g114o"'e r.1 Wot•e,w..1..664 it 6'6.r..•«.•.I" SECTION 8 8 SINGE Hf ADAA!. - DOIJBLL HEADWALL ^' - R' -- '1"fE ' !S•a 0600 KRLglrled etA,e•e • aeaolraeari I tirt 1611: n- 4,j 5 rr b*' / tdp v.d b61tdR t ,?• ` 4 0t^n , r. ,1.666• 6 -T- - NOTES 2' , r D- liz�tl T .•zo' _ a.r r. 11--a m. .ri e •.o I ".e E _ :,"DUB c I -- O 1Nk p" ": "),tr f'�1•tC !0 F s4 T %pl F e•w 'i wn A,�r - 116..6.•r+ -Sart " ! A - -1 ,. _ __ 6 Nc Oe.uct T 1♦ ca. ♦ M,dv 7!rw• wr tf�tll Cwftl IF7N!!61w�•h J * tntar'neAci•p0.1t oM,x aT - ^ r I B (K`r -� ee Mf, for d"k h' ,x,M' let 11 h4+5, 1 0 •� 'af ff,(, IMI f �u,. rM .,y N 3r.bT .,._ Wr .5„s.+.. __-. � - y ,Orr!1 r0'urlalr fIX !pP$ of - and px3.4'�ane • tin weah as r'eaAred •1603 •alf-i I - - ._ H'r'-.►~Z I enn ' . rnT T >17 0 _...--- -- Dgse vans. - _t«,Y ••3663,r�d 4161. .3,,n.r.e.A r-?,� ;.'w. 7' . - x0 ' I Ie55 1133 '.70' mm. dlO.:p ter L Aa reMlprJ , e--`',°, - .. $I*-_- er tar er ?S� 3r•wa en10�M >t ' .r '- - 1 1 L--z.-.- w. L r.. 1 � - --1 SECTION C-C s p; `C' t x.45 '52c' j_cl __,Z4, r� _ _--- ^^9 ee,•'s t,oa.ie ver.lcd a,a r ero6rcet .(�i-ftlwil` SO .r • tr+elen where,M, _ ',c... .�--I - 1.366,t.:,y: 3rr••- -sw.ti'`. 3 985 871': o u_SE 2950. 28 J.9' ISG H� '.. CAP ARCH SIllF DOUBLE 230 tear lzor�to•le ba's 4',<1 rrcr „-1,In,,, s;xlc l�cl. I - . •tnl� v 6 r a Yae,a•d 432• oa•e •-penelor, teYr't ° ' Arty - - ,w'.-e�T-F / - - ' I _'.2L ---.. ---- .._ - r�..T_J _ _ - _ _ T 2 f 1 x4 n4 a. T - - 7. lanQih Df .e4"V' ,a s nn Ir •dI m6 orrll�w •oo" .` TYPICAL LAYOUT EXAMPLE w'4 a n' ' ••Q n wn.r rz Iz 1, 45s ?6= t;'r; ' 1 . _- M ' , r ne, .a ° .,:t - „ 40 °VO1�' ~Nr. N6. _ ! •43 �.. __ r 4S ee Cone L S*9e r(ytC concR h+ons snco.m•e,el 'r er a ,, •i.• 3 �� �'� r •t! rIs} 'y1 ,r+•• _•'.°x j ` 3 -- , , ,;--_..� .-. ._'qtr... if "'o' mmI k9 m3 mm- -� kq 3 N - , - r'-. _ -r •orJ, a:d,or e°a to f4wrle+, aAr• �' _-. _i�•-__..__-• _ 1rov4d• wlr wk, t ar a,c -6 .32 �' - - ;-- a- m__� I 1190 One lnterp010+1 n Tc5 os ;ha . colcJcta - - W N 1 v.i: - - - arw4a..'i a'd rn H,1f I t. Y!", I_�_.x. ___ t t-- 6 n° .,..,;- j -'- - 1.53 -- ,-a' 530x38.0_. BB' _+_2(10.1; 1t 0.6' - ...5000 28 G_91 j � QU91tlres: - , _ L" .rw«•,ft-I, "V n•Ir = / I I ver 'a•wn I � - -- -- " - -- s- •_ _- � . . s ra••.pu,r..•w.1 w• , •�. i -_ - - . l7 �.C4 4 f 1 _ _ - 2. _ 0.14 l }S i ;, I , �_ �..- r G S - ;. .-t- - S ,r;_i 7�`. of 46 JC 51 T .65 I 6bx46, 96,_� 2301 1 x - [ l -4C i r 4. Ouortr.!.s erc ro. eeF+ t - /r• ."..,.•ak..., �•.« r ?;. v rpsT.w lett•. P' V•X :.. -.4 - :_ .._ _ _I T� 5a �__._ r, tnrn.,za m. 2J0 1. M 1 s.o cw 616.6 ! -_-__ BZc, ,-,c ,SCC ,4 '.c yU! 8 BF _ lig': __ 4100 _t �C-� .3? 66_-66 --- 1 Se's 'T ,S .. 1p 0 CAA wy ! ,.. - , •♦ ..• , 1 •- +-_. , , ::8 f1V 86 xVr Ino Sr_OC 38 .-.I, -' riipG 51 .58 1 , _fit ArKit-or-ee►as Ma": a --,`. 9u.: FJI at ,.ac 66 i.J3 _ r 1 --r -4 .. - r ,,., p.. �04c,tfOR6r . 1.- i R4 A- IY '•s.r, --sur,c ars -/'�'J 1Z '.. _ _ -_ { 106J.70i' '!175 38QO 50 LdL SSOC 6b .95 r - _ d- , I - i 11-- - Oro+»•B.w1. - PART PLAN A-A • - - ord3or both »•s �- I 0I •.... / r a..w eA.r treua i 4i 06 017]en. 2" 6 5 _ -.. - - -- -- ;P r: i8 2.21 - - - ' • ,,, se.- 94 '�.ia' - TI r !24gx&a0 1135_-.---{fix _sal:io 6;00- ig .37 SECTi0N1$INCLE_ & 'orrtd+�'h► .I t•I..1 1 r•.»...c.r,aa `•yr s..n o,. lov, f,D 4 ti`, - 7 _ - - - - - - . ` f 6 _6 66-- SFC ON, SIN„i F 3. AZ40.9'c -4" _} 5 - 7c t >- _ - ,.•' !I I a f - - c _ - nt •- + -__. . - ---- _ - - - d. 7450 % 1 _:.7 `•;`r st WcfraAwr LL :Ess. 43._, .9z yr�p • ea ;2se ^)r r,, r,r A • - .110-6: '565 5a'c as z.50 { --�; COUBLE HEA!JWALL.S �ft"l PI 1 'i R.• -. »« IEr.rwinMfl,• r0- Io 12 - flu E Nn _ _ - - - - . _-: q I. 1'.; .: y,r, .rr,E...Ire.r.. -w«., .=rw.«. _-� ___ 12 s 4 ' 'f [.Jc {6a J'v 9rJ _. ) -A, -_ - _�__.__ -1 _-_ 82 C 104+ J.'.6 _b . H•fN 'T, __- 16.x1 y,.:.,,r."."�."..:.r.r w r .. - .._ iq ', c ',a .��' > -t - ' 2''8. 'B(•�x�7CKi 1685 j 640,: 88 1 2.89 91oo T:6 LIle rti L c er. - ,-m., i=T '1.., •n _-1 :. Je. , 8.� 9. 1.16 6850 •02 1 3.oF 6.666.. -.__i__..rr r0- k^ I'�J t s .tw c f- a' S 'AE' :.JC - 64 Z•'_I '6i ,08 3 7, ------ - - - _..r'i 1 S'eA. I ! II ...a �C1'` rr, of D �- IRN T T I aS,I..- H'A'-,NA-� _ HEADWAL_. Y CAL SECTION i'l . N:., J .- I FP, `Ie' e ` ..a LE Cx)TLE L S T PI 11 IGH T I:.1 I 1 � �_ � L ti 1 -a o C PIPE DETAILS - ---- - - -- 1 , i t L - r L_ 7 - c r Comer sten' a0 sea NOTES r = 2 Ls 1 _'' I - - ELEVATION TYPICAL SECTION TYPICAL SECTION SECTION O'D -.--.,+I- Se.-•'n'• a-� ,. 1 cI,Yi r.-I... eke l t rot"I r,0 5 mm Ct3owe, t! 1. -- - - - - - -- M=4 THRU 12' M=13TH1TU2CI q f _ - o-1 � 64 - E ,. 31-11 e .,'^ ^homier Y.C Cv I� A 4 - P.-.., .. .1.,. < to n �� INGWALLS - - " Z. . _ - - R ;' .1 -1200 tmn o'meter, ► 25 I r 2 ---_'1 i.._ _..._ pP- ^• _ t,t17Fvf,.. - - •o1.r Z6- ' e 'It. -- - - --- - - , - 1130 7 -•.�.- y y - T-- t i , t - y v x cr �- 'V�*a s c.-[•a 1v IL, RE,hfORGEO CONCRETE W 10 F.: �r 5• 6 a! • f sof 3! 1w �! ,r - - ,.-,. -- -1'...". 1r• itf to'{_h' ., !-g' f-{ s 4 i0- f..r=-_ t4 /� - _ G I 1 -' ' _ _ __ .•.i _ ,.7 1 ar. L. n v�"• rD?lOn^eP^'_... _ - - ' r0_ -' II.•...M a..e .6 Y.= _� L _ Fp r r} 'h C c•r 7 t^ �-�2<.,-..3. ,I:^,6 I i 4 f6 ,' i. f,o�Y o' t i r-i�,."J r'i Y-•' 7 U ) i i-f •-b s-. !.f o: H P I _ _l C L- W; -I, o __� -- -_ .r 1-,-. _ t W 0 -l._. I 1.._ ._ �i H -+ �1 , .I ^+I .r. _r.�i,,• - <r " :, a r�r a-c -.• 7.9 -^ :nt..• S-2 2i t.r ) = 5 • 1-,C ♦-!' •-:'J' S'-t-�l-as-•• i'-C' 60 1p'+Yi 1-i ' 1 �- ' . _ _ r1 _ e .6v,z _ I� --� _. _-_ ,. - y • `, l I i I C T. Yv 4.P, m•- cnn P t' w - .,`+ =. _pr 0 vcos_ crc e-,:c JOc: U. ,Sn - _ _, __----- - I I q11 S r -C - n,. e.n, - _. •n.'= _ __ - -i- _, .f_.- - t - _ -. - i i,;, •Ire f1(.. ,f•P .rP 9 r`I "],'Pet - n 9:711:7 v Sp'...`:f. .r. _. . . 1 er -L I r it r- - _ a" A t �' } 1 `iT�__ Corner Steel F'IJi ZT, r_ TT .. L�-� ..:CrG - -:_---.. a. r.Y 1-1 =-!` 2 __ • _. _. I �'• -_ -i i II `-__.. __. --1--J `'r -u, -x 61,•63 "T^�^r-•, !s �,*', c: ► 9.5 nrr �'l TNrq', i• TJ• -.•e t ,r-.o •.n1.ec•, ..,, ,.- a lre. _ -_�r+ -. __ a' 5.,2 4•:,,j''5cv Sa aC�isA bet •1610••• � r � 90 ,--- , 9 - 64 n - _ � " � .. ,_. - - '90 9D v- ,9C Y. S N37666 4szaF�a,a ¢oe3,L>•., ., et cr4 , a 7 ,p.:,j� t �t !e7TS1a - -- - --- - - -- .13 SECTION E-E t3G - - 030 - 200 r r f.J' zoJ'S ,a^S., t:4 * .s r;i : e I_ ea v, ma ci 4631 1 r� _ _ o -.._.� gp _ t70~' F.� evfCTION A A n -'lo+1 6K 640 L 230 I v^ �'• os c;. a, t,E042 OJt Oa•l049,0550{1'��Ji6 Of' OTs D=9 1011 r,U le 76 46 •s ,35, '•2 Er Ar.rr +- / - ,- - .r - ' i .._ 1._ _ -_- _, f C a9 t /r - y P - r, _ rat s er ... r. r \ w Untsr erArrwxe pFs hH ~ r, 7, .ekd � e . - 15 } 1! 7! 50 Si N 62 /4 ) W_ '6• t) 1U , li 1 •a TI tl"r C T •, •' n T 610 - - --- - r -8 ,- ON ELIVA ON L•' HEADWALL SEC ION "L ' HEADWAI._L a Pre• ^x.A• =1. n . -^_r '' - �', <. o• 0 ,-'If... F . .V., x - - _.---- ------ -- - - •A Z y I.;r.-..«-•.-. ....w ~ [~ [r - - - - - F SECTION "L' o rs _ s �c r / P -_ } - an «!nn c rt .''y„ =e-T fc o s. .If_ r .4•.I►r wre,.a wr.. F % _ RONT - , F . . L T L HEADWALL T5 mei • -un.- hens 11x6 er e. r I. t� n e•F ELEVATION .r.6.•.,.:.«.,.ti I crwc li Or a 7.5 v4 •,r �x •Fixer 'ems. P Ems-.« i eh Q,!O f ,Y_0- - _.__-� ..-. H W---- -_. - -- v 5 - of .,n x 4: ten-.nF1.r•^ .,I,r ' t 3 ADWALL c I. IopU ! F,rL A.P R • .. , . ...ri al _ .., s JTu�e `ah' :.p 0-•. o h ,c.a. ON j/l C k i T' ,Coni .,te:900 I 2350 2800 ---- 2S a:.s•,tr's.ick ^she- 5 i•�,- 1.i\' rUe,i U. - - ,, j - ` 1 l27 .,� '. S p° t t�' 1 n Inn rnr 'S46e1.Care Vis-•_666 6_6666 ` ,e t cone ts,ae: c0nc S;.e: cont _ _ END POST ELEVATION c- .5N A-r, 44 r: rn •- e. z1',Env'ver�4�[.vrJn _.e v�.r,,•c: rr. ::o' 'o. ' i oso- 'd,• , 1----+_--. + fl n . : x 7•S k 0-„1 --F .. n -t,,- _'•1 . -•i r� Is ,C � i0-.•,+r 1 20.0 •3• ?17 / • t .. 3LX1 yiL . ,. _4.�. R� k� _ 7. e i n. .••t s r <,-o PSC 2! : 0.59 zt 0 73 - +`i I '� r f sf t ' ,e r0 4 t 1G. �` IS' 68 90^ 2a ? -- 1 - 3 ti --�- - - _. } - C1� LEIVOTH a • v,... r •tae •cr _ 0 57 BI _ �. - y. i "� U.011 / ., : / - - 1 �, ... ---�__.- E ; _- r-+ % / YJ52 1 16 J.18 32 C.9< I -- - --r-- AF1CH M ..__.- -�• S ler, v'•r B. See f,c(e_• „n'- •o• rats c .-JI., nt. Rcrnu; 1000 14 1 � � `� ( lerl.r.. a �I w...•a...9`1.new +t G -5?`, .GJS 1125 32 0.86 1 is !.01 ~... .__. .- - SIZE L/2 Sfi►e1 tont Sfee15Go1c S,e 900 2350 2600 .�- t ; I.1 ! w4 r•er)c 11,61 +rx3r,!.�0 .. 'cv5�,1a 9 n^F• .0 �me . r..1.,� ! 'I � � u..-4.w.-40% : k _ w4 a-. - .. _ -. ..-__---_. __ - __.. ► __ _ r He �d ?,o Q. �rOvIrIF ' .^-.mac ^t i; ver.. '„n/:c. �I,o .:..,«,,,6666,666,6 16,6+1 - -- _ ♦ -------•--., 1 - .Cent Stie Cor,c St 0130,Cmc r>. .np ...F.. i. rn,+ Bol er e'+e-_.et'yt ISD 1 •- 5C o t tet_ _� �y�76• 60.:� Iia p:: % , J.'io 14 t .I} t 46 .- - --- _ __ - , m 0 e3 kQ .}. iii _f 4�7 - ., 0- r 7" i�_ r. I�- - cl- c••R� n. s _-, .,..•slcr - - _-. - _ I., _ate ;•,� rwr n • A t ' ? - �- ,.4/u, _8� : :4Z, 4G �r 4E 1.25 50 1.43 - - - -- Vx_360 885 ION 26 0.74 - .1... E _ ..: _ _ <� e1 ■ 1.'6•rt . {. -.0t4 - i4I l r - r r. -+-- } -- 1_-.. �- - --__ - 0.74_ _30. 0.89 34 4 10- Lttr 44 ,.33_ v:. , , :- -.r i' s.4 m- a ca,• r*! ,1,0 _ .,r. ,_ =ori..-^..c a-'art - `Tw...e.w...-. '� •t .Z y T '!- TSv ,26.0 5J7 47 16 48 - �--- - .E..1• ._. _ _ _ M ' 1 x'c r.s•. T _ T 1-_- 1.34 4 52 L5) 60 72 - - x.60 96C bC 28 0.84 32 1 1.00 : 36. y!5 •2 UO 50 _l. �.1.,' ..•►,.,r __ - a . ..__.�- ^ 1 _ -_ -..-, _ j _ _ _ _ !..6 - - •.e-5151 ---,r y ..e, '-are ."(l ,.n:.eV-;'F 0-`„•• .6Do-'.7•q.. o., e.r _ __ - - 31S !GSI 46 --ze 5L �.i7 60 6' 66 ,. i -- - 710x510 IOrp A 3G._ 0.93 r 36 105 4C 1.25 ; 4e i ail }- �-!.5T _ i_si-' i •� 8 r: I _ 1 T t 1 __ 91b. ,4ic iso o a ' - - t- { - _.+- __- • T-+.` t = J f . . o- !z_..J: =_-F -_-t. - - '_Tr-''__6 it!' _ 8 4c 5< 1. 4i2 , 1_81 68 2_0! 865K61C .110 4d Iq 50 130 54 .4, 61 1.64 . 7 Lei _ d -- _.. r-- 1-` - _ _ ..n .4 1.52 BO LI -- - _ori•......,..•.r. i -• --�- - - #- • :-,a z 9 . 49 {, 6E - --- --i 61616«w r E.r••••-rw �, -..�;.w,•w F I Lm IF c -• I-- - r_+. + ...-- _ I 3 l >tl 2.37 60x- + i23S 52- 1.36 -59- 1.54 t 62-+i t� 1 T...5� !, .-4 7_.._rat «, r °"• -- _- {}- ~ TYPE 0 - TYPE B snTr or cAErpw.. pSc _S60 tC2 = - 68 1.85 76 ..0! 4 _----- 4„x84, 1 --I _Li- 1 _ _ �_ 1 _ L. , - _._ _ .�_ TO 490 76 2.09 _ • _p n . . _ 1 STAIL Z iA_rO4MA n ..r -d 1 1 _ - -_ _ - LrrA•STAl, a "Arr<,rout A7q. li i S 1 , _.. --i_ 7 '_y 8 4 2.28 92 2.5_C -�_-__ .j }�5 - .-.. 58 1.58 .64 17 { 7p .'..--I '+ +_._ "r 3r I •--I _ 4S?.(•4.6.4 �' rc l 63_- 2175 -.y -- 1 �8 2.2? 88 2.45 94 2.6, N4D,c91G 146c 26oC 64-8+ 'L 2A9 78 '2.30 84 2'S ' _92+2•T5 STATE t1F CAlf17R4tA •..+w•••...h _ _ a �. i Y'n 'r Fan. nl, F END ELEVATION { - - _ - _ x `' 125^. I ---;-_ - - - - - L.- f-- --"---'-_ _- y,,+ - t _-- }---.._+. , 8 i.:4 9� 2.5' 1 O Z.B� �.-IOC_X585 i 2900 B 1 2.16 _90 '2 38 96 ;2F o 2.82} 12 E3.01 DEPARTYEN* OF TRAYGoORTArTOM - ---, �v� e� <�, - t0o11I 665 1--a t - • . • 1 - 4 .. ._♦ ,. x F6 9r, r 710 eE- CHAIN LINK RAILING TYPE WA STRAIGt4T WiNGwALLS PIPE CULVERT II ]S5 166, _ •SSC. - _ _: t 9F -02+2.9A- i J100 -1 2.44 46 2.6C,104 2.69 : 2 3.1d , .> r.._ , - _ 6 m, r a: •.-1 - t1oo1''S I.3GC'* ..- .A 1T . x -,, SEGT►ON F-F --1 j 2-T5 1 i _ .-r. LILI 6 'x,•a r .1..'70-. 3.15 �;-:1' t. I ,.- K n e 6c• E C LL - -L_ 11 _ 1_ 1oz )_2.92I'io 3,t � -- PIPE HEADWALLS _.- �_ �: -- " TYPE 7 HEADWALLS, ENDWALLS AND WINflWALLS - e, n r, `- h 'L" REA01I "L"HEADWALLS NO SCALE • TYPES Ar B AND C CIRCULAR PIPE CULVERT HEADWALLS CORRUGATED METAL PIPE ARCH CULVERT HEADWALLS ALL DlWk#SIOMS ARE IN POST ANCHORAGE DETAIL • 7. - ,. SPLICE OR EXPANSION JOINT DETAIL A:1 vt« 4.'S ARF 'N B11 52 NO SCALE D90 _ ---- -- ---- Wi Ll!04TER5 UOi1I OTRE11* SE 94004 Yet 114E-E w.E__ .",."F SP04P. -600- z2b ,.re :I '.., ;"" , I LAP WA SMALL •E MONOLITHIC. _ _ -_ -------- . • '75 St,- _. 1 Mn 700 •13 L;0 300 .es Totds �_- _ - A I L NOT BARSu0Us. A7C'C'Ban @ 12"O.C.x J -�-- ! I I �- 13 0 NO IMC,Total S- f ' -. 1M3""" 61}5.1 3.•15.Str tlso3rdl� •Erre ��l.o(i(, __ _ RS 7G DIAYETFRS -' I {ARS AT CORt4E ---� fb. o' Imo. . ':n .-7 - 1-•rio.70101 3 1 atdrdl -,•Eyc ,.r.1. ••` "'�. 67..'1 a.e(Mtn_4 TO a - �, i _--, 4 -� 2 el OR S 4 r t 11 I ■ ._ -� LOO 7•a,Sf,.• 700 1w?-•t3 - ) y" • 300 .M. 1 , r . 1\\ SEE NOTE 2 I =I V O' 01 j -' r n■,1 tiNfM ` VQrito_l5tt- fes'211 -31 - - - - - ----- l�//c� r4 `` Nol 3 -- - -.-_ c-1: ". I- - _ 10.0 S ,IE,Iy I, 1997 _ _. 119E E -_.Zi.__tt l Ytt 1. ' C • ~ f - I 1, - •43 J a 300 w. .w;3616.0.•1 � ��L-��--«. I l I t; {D- In l} w � _ .EIQv "o" _ k f _ ..1.14 I I - _ 7•�t} • lOC tale• /' y hoc a• •. T 6�\ _, E cp It rt•er LT5 Coda 700 .•A �' •u l a .sc +.. .-••> .._. s' / i }--� �--+ ! �--} ADD VBars(Typical both siGe9 1 royal 5 1 rl 1r Ewp 11 +aw- - �•' "V _..� -13• 225 I I, slepa (so -.._ A /f A �( rront face l Too kL In•d C�4gqu ll Improvement + 11 � � 4X, �„ I , .:- , to worcN rara++el __ � „ � I A E .0-R s �- of R C P)2 Ban each face � Ff , ,"L- i • •13 • 4W Iw,:5',xtr •aces •l:..f ( y '' ------- - (Total 4) / FL / , j I i I ./�; R •13 t`1• ]00- raw I i � l_ f� � "�,.of n1 cleolrt• } 5 mm about ft) •Ell IfAT SEE NOTE 2117 •29 I- a?g 3•3 , I _ _-- -- D •fJ • 450 .. 7''no 3 f{ 4 ba If! 61�� .�[ r--.�-. 66__66 1 I , ' ): 2." 11 Wx -i. � .•19/1 t7 r Esse tt gbrT Ir I V. A sJ ' \� '` t I--"� 1 .f I o rt o c All GOnCrtie Phot) M _ _ / �-ADD WBar hoop x r - -i` t` _ • 100 11pp 1 s5 fore O REINFORCING DETA lL - - 4 - I •5c�a 7oo.m- (typical) 6"Ck. E 13 0 0 . so __-.. - _ lo. `_ .-, - r -1 4 .r Fr t - ' AN ,or 1 Hoop each face c �i" •r7 • 450 +.. Yor �--r I-: Iso rt%-41 S r-� - • Ka •a4. _ ; `y�3n yp = >Cut-Oft w011, t2- IhICk, EI (Total 2) 4 (1 botn woes) Cloth A concrete L ;h t 0-e r an r 3•z9 Do+for• 1 yp + w •II'45• 450 mm eM6 _ - i t {T ) i .d-.-__._ ----- - • . I\ - 4 T • --i- - yam. r , R,to .d'.a. W- / p v /�• -\ \ Qalos @ 200'amon plans! I - • ADD'B'Bors both sides 3r'Or 100 ..• Cutoff vdT TSO 4M6• 11wo0nyt �-51 --a_. �L�-�-- �r -2ri.L, (See Nola 3) t PART LONGITUDINAL SECTION ono • ''�,- FNTef,mrvr_ tc •, ,, d.erne•rr. boTtc,e 4 ,sed. C„totf .011 Extend rdtEprrt 600 wt (See NO1. 31 2P5' ` (T ) I of R.0 P.1 2 Bars each face � yp. NQS _. - Shp• vlaI 1:1 +•c cn Ww _- - wee•16•11•aero• of xi-e4f weL - --- --- -- neo tre�rxlrly a-.r>ar!F.� • 11 w • o (Total 4) ( 1 r R(9 ah1w,. ebtM Dlpe tMMrT except etntenota int • teaoo.d' 1ni I _r, to floc a'L" SFCTION A-A l aesr•rr>ala Joint da wee •Snob pdTy • 4a; 11115 40Qkq. -� 2 TYPICAL FOR MAXiMi>MtI H" > 3 rn TYPICAL FOR MAXIMUM H" } m 4� 3'MIN I•^- I 3"MIN. 04(W S 12` 4 formed wee NC S_A ; .. >,.� e,ytn p,ol+also D) „•PU•'JC•'.r•'. s _R7 DorrML • W Iw•. L•nO.n ry10s • ® ! / \ I O.C.FAtfAT-� '� SECTION A-A 1 ISD mm E►� ELEVATION backe0 rilA onaacu•11. of O 0-c, ,- V cRlouara I SEE NOTE 2 1 4- o+ o • �� M 4 Dowels 0 IS"0-c ■ , ! I ^3 i t torp•o �• f0- mntrn re kT er onsl+la,,!i0 n.r, d H at upitrarlw and. 100" bock rote perylpVt imr•4-r 1 �� .1"9.at 402 rr,. 02 me N.•, . Yfe fire. 1s 16* ymEx, of warned rt,>Q.dlor ooekfill material In t burlap sock, - QA o - centered M •nen cut off (\'`\���Y fr1TMUT Stf$rWC SAY •R.65 -W o !` 4 r I„ r1 epp.-MQ rtra faprK 275,.r. .v. iNoc* pper - "` ---/t fx° E• a•clt►•ly 11.4) PIOc• 6" t►0 OIumYM/n --E�+ 1.',f o•' _'A - h!, .. '- { �_ ��•.•....• 'a' ' Or oolvenued 01••1 win 4 meth �oi1 (Plot• dowel• o• shown) ; , � ¢ ,5 11 -,3 n a MID ,rr. - 1 .�- r Inurrr-14. I • T• a- :e f. iv (JQ •,7 - 225 �•' hord+rare c1olA on Oocllfoce of cnon I i -.I t --.:0..5se tabb Derv. 7 a e b'- P" b' •Iwlwo- 611, ...T-'- 1 E I L I I 2- �E rCON'tNUCLIS SAP_ �}. r A - P--14 ,I o - El Tana wal opocwra 600 not 300 not kn prlof to comenl of SEE NQ E 2 A 4 -,� SECTION F-F a -- -.-_ FN wt. • 90"BEND r4�!'1 12^ �i kno er?aidl a 61316: I 5 25 .' d 51016 slope__-_. -r -� •r I I .Ides of eoner•fe--wire diomelef 0.03"n4M _ e OE EA WAY ti , 7.t Seo O••,eo. 6101 IS•• Nur• )1 SE_ NOTE 2 -iT SECTION A-A Stlf--+V boom I � _Fey Ny,evr••rWf Ro"0-'•r :1 n•s-1 4• I I V . > N" (A1o6 1 y t,� c -- ti .aroea.rpvy' T / , r 1e reCo. "., Ilypicd both WOISI I ( -_ fl bort o IA'o c - -_--- ELEVATION + - 11, - Ia, nu•,_ 6 3120 of I ace two Oek'v. - ary .43,r,a Ikti.•MFwt. - Eor3•t It /�r 1 �\ f w Olt Dai see Iat". be,c.. x -1 one •.trrn 1l 0,0 Hoar red f �•I•rre.+f F F 1 - 'w _ 4 o c U" Ver i f 1. I 4 evPW Npn _ � CC /j E.t•nd a,d not, y., a b • •„i,-r• w•.ad Posatbt. N-may, I7 !' `, 1 1 Can{Iruh.lian iOln) - NOTES. L Imp.Sta.shown On plan LevN1. j�l.. wtof4 .3! 1,01 neoA.dl r/4 Did al • . 131.16 lyp It haver. �T�IUN_a" . I , (S•• d•lofl) 2i• C e feev -o- - 11( or i"101, Nt a0 a 2S Lala Mh FIl 1161• •w'wa. ` 3 m c /:' I i. hEADwAII SHA;L BE C N_-4C^-EC Df �L 25 ..r W, � I 'r / I C C 2.6 p CLASS A COh=RE --`f, ,3 �3a �o I t ' # „ a •so �,7ir,,�% i_ `1 : , TYPICAL CHANNEL LINING DETAIL-CONCRETE PAVED DIMENSIONS F W _ P.l.�l'L _4. IP'P� REINfORCiNG 5-_E: S,•A�L t+E NC. a BAPS NC S:.A�E I N3 . LS m Dowels a 300,.r• c,' - - 1 _ _ •T r IDIAM I . NOTES i '''13 • ' wee 101• FOR M" UP TO 6C ABC+;E ',N'-6C" NC. l I L- ---- - -- --- •I - -�"S' ; t ., a4s0e.. 1 ---t,� .,so'.rgj j : \ MQ SCALE .�r p 2e d -9„ 2. e , i C• 2-6. t , ill.-,-�__ „� �3 6 - --_ ,I ,p4 _ a S BARS SHALL BE USEC. 2• N'•1 I. Unless Otherviii Noted On The Plans; Too of Nota win for YON w's 3 w 1, Sal j_ M 1 3C 5 -5' 3'-0 •-f- 3-0. CLELR ANCE 30 DIAK4ETE P. LAP• ALL STEEL. ,e r• o v a + I In eneral all conttructio/l material• and Construction methods _ A 5 Bar Hoop C 6 Bars - r " i_ r� / I 0 5 The interval of wee Holts shall b• such Ihol o _ 6bC: mm d Ycx � 3 rn t-'-T - � ( r � E s aM o , p � 3e 6'-C 3- � S�-C" 3-e w r ALTERNATIVE WARPED >rMGMALL SE,C ION C_C ,� t� j - _ t�.•''a 1• _ •Hall conform to IM Standard SpecHlcatlons 01 the voesphole rill b• located 2' upstream of oil �` _o B'= 6 Bars D'a 5 Bars , 4 r c2 6 -7 3-a" 5-6- 4-2 3. ADJACENT SLOPES SMALL BE tt I1_4e 6161• „ea,i�ne, a,D1.ct1o1 •� were anam.. it aNwr rMrtftpn tr4TO6a i�. ; h4 _ +� lay- - - Slate of California cut-otl wolfs and transverse v�leoM•n•d Ione Opllv'�- Lor x. OR FLAT-:R. 2. Unless Otherwise Noted On The Plans;er eltta*,k•,e^t 'a yea de ed. ',f et qtr on ttYrx,rote ,o ITS A5m minetr xn to Dr 0-v lOe Dim t• Jap win*hero M S J w- •-~] °1pj4.nr� - tL_ _-�-.` P constf YCllOn IOtnl Invert 0111 •8 -3• •-C 6-O •iC , 06• '•s 601 w s•.ri R > 1. _ _ - o - I,-- _. joints oN•real w :, •' 4- s rt .nor 50 or wntuu -e! rrrc en• acre p 1 50 a 2 i-6 6 9 S -a' 4. AIUL'!PLE P!►ES TO BE SET wlTr LONv- C60' F�Pipl'330"Ovid $fTlaner 001►' d ry 2 See S •tial Provisions for additional data relative 10 channel DETAIL E ,• - �"-- linin :TL'C1NAL CE TLRS 1 2. 3 CIAMETERS "O"s4S 30"SOS Th S4" -- - ---^.---- . - -.. _- FC T For Pipes Larger Than mailer an -- --- _- � � -- CONSTRUCTION JOINT e I HARPED tMINGWALlS APART. c� g p - ..___ _ _. W _ 3 F dimensl n o 1 r. • _ _-_ iso of Ytroe a o s nal set tlaptt, dee Tygcot Channel Sec 11 on on fe For Pipes 54"anal Lorqer uLl o•6E'a+v'rs ere NvsoRc�lc sTsrF7MEc eEw o.e,Tsr3ws Ae� 4antaN6 NO SCALE S. ALL EXPOSED CORNERS TO BE ROUNDED w sn r 1 51 • ' - - ' 'q'" L Plan and Profile drawings 6. The reinforcement malt shall be supported In 3141' RADIUS. 7•'• 4.7 • 4!• Ss• Uw 'Vlt^� 3.1 f.J •, S.; 6.. r,ti 9.1- 'D.' Q.Z m e.r.r stout .'1 m ra4 �_� . m T • m- .. L or marl Saw cur transvtrst ••oktn bM eMlt M IM invert and tide i - - t- _ . _r _.r~-__- .__.�_._�.. ..1____..L-.- y _ 1-.t-...___�.- rpt of ,lar,,, PLAN both directions 01 d' mosimum spacing Of 6. M SHALL BE INCREASEC WREN t+R;LT IP E .: r-r, 0-D.r.vr •+3•snc syn ••dein:w6•rn w4•eo.•z•wn,•2"'A e . Sc w.• •o "9. •0 m -__ •rat It Of iM thonMl Ol 20 ! Q C The first and loaf ninth Q w rev roc.rine 1 .3.303 }•Xq",7•sOri UarJc�•.Sa7tYJ•t3r'�io w]•X><JI�t,:`.10'.+ x K •,+o -- r- ;,4 Tr Or CAtsOro•A N 4 1 Os directed by IM Engineer PIPES OR PIPES ON SKEM 4RE LSEC. -t'- r_ 1 - }---1 ;` A 7oc 1 0fPAR!YEMI aF tRAr+sr'OPTAt shalt be placed 20' from eoch cul-oft wall Joints shall be I/1" 1 4i7 m, .ocrrW, ',)♦K,( ilii. _x•trx,,l••w5'x wl•.•1,•t3.7'x. 3•rA 5.-0 .. 01 � r- -D Shpt paved troll• •Hall be placed by mocnw4• ws+p SAN DIiRNARDINO COUNTY SAN BERNARDINO COUNTY l i P- •61.13.• "W, y3 -3411x ,w-Sc 3.,n •err. li,",- �,_ ,' 13 271 r- �- moalmurrl In width and to o depth of within 1/2" of the reinlores T Mowt or tl lam and stroll M externally vlbrol•0 FLOOD CONT ROI DISTRICT - ,-_ . - , _ -N , .5C PIPE CULVERT - "'q w t FLOOD CONTROL DISTRICT 1 414 •an, tote 16:11 --n «3.34•. -•3.3M.t•JaV1t yw30C1•Iw3GC�"wiJr t 7 w 'oto' 6 • 9 .6-. �A 360 men• - I-" " for,r.Inr .,3wta6 13•'«,1.,.«�, :r..mn r 9e ,s •19.11 22&-X� ' ' 3 - - O - �,: -- HEADWALLS ENDWALLS � by use of o Irowlnq rlt4rofinq herded a pulwkni 01 - ». ,, T - r.., { • 9 w b' 33( i,•_600 , _ ,try a,oM D " •, oA,e o °• Cs:,orr t I� 1 �latd i•zz- fv opprowd the E ineer Sur faces of the channel ;,;Ti- - L -- -- a t' I e c 1} a. + 50 : x zQ, z�' M - a 1 - ._ _ ^1�6•��1 . V561 nC oil, - - 1, y ry J E S !, L } r AND WARPED WINGWALLS linin •boll be finished b o light Droom4n and C.S 11-3-80 L- f3 ar pine + _ IM rc a0- .l-60 L70C `NO L f �X, . 6. . --1 -t +oral-e•79.-- _._ g Y g 9 --- 1 SAN SERFIARDINO COl!NTr ROAD DMIRTMENT m Rn 1016 . �; r; w*t , - 5 _----- HEraDwaL_L_ STANDARD R.C.P CONNECTION NOTES sol.4•s'pwd ro, loin r .rano Qec•'.••• err,r•y : riot' k°..3 I ep/1dr,- " p,iirxri :3.64 ecro,w NO SCALF shall be protected against scarring and damage. ---- - --__ ___ n6a w0- 1W Y bP. .o uv+o.ry dr a* a,of. .d r0- a.e •. r•oe.e .r9.olro .o.rys w > s.?� ALL 011wrs,o.5 Ant iH a A••i• ..1• • 4 4 et M.A. Nrehotas 209 (VERTICAL WALL CHANNEL) aT. •I.e 1'. 'r.'w. y'.'er.r4+ato "win•or 111.13 . 0 'Slope' saptx7:i sr0.14X +.. pts.•. YIIEelertfw; u4 Fss o,rwAO:Sr SrEOaw paQ� A•. nal• 1 5 ,a 84 S P lye f COUNTY EMaaNEER WING - TYPE S.R 220 .5T MIN NO. 4 BARS RIP-RAP HEADWALL TOP OF WALL ,//// FLOW �/ /// I A1 e ° C ° J ° L d d e 4 °• d e e d v • f ' d • -• • e 4 - d Id ° e • ° 3:1 SLOPE a •• d• ° 3:1 SLOPE • • •- d • -• • e - A _ • A . 4 .• A 'd A e •. ( d '• LF)7 • •-, A ° ° d • a N A.. ° d 4 e 4 •q e \ • . A • e ° = . • DIA PER PLAN 4 d DESCRIPTION OF REVISION DATE �� � UJ Z d , d a d • APPROVED: e ]C � LAJ F= 4 • ° 4.6 14 4 • d 41 Z Ln ? o - . ' • ' • GRADE RIP-RAP ° mWWW ° PAD TO DRAIN CITY OF RANCHO CUCAMONGA • � N M - • (2% MIN) A o L STREET AND STORM DRAIN PLANS S 4 A . GRADE RIP-RAP �'�%��� . .��` � BANYAN STREET-OFFSITE • d PAD TO DRAIN . � . ° 11F31F-IiFl 1 IIr11F-11ri11 (2% MIN) III IINivlll' IETLIILT3 1E , E I Elii PIPE INVERT DETAIL SHEET ,IF i r]i E 1 FILTER BLANKET PER SECTION aC�e PER PLAN RANCHO ETiWANDA SILL CLASS 420-C-2000 SOILS ENGINEER - Under OlJrld �i�t'VIC@ A BENCH MARK NO. 148-B RECOMMENDATIONS R OJ. /, �/ �. CONCRETE OFESS� CITY APPROVED ENGINEER = 1 /ice - � RCE: 24953 aP o N� / % / , / � DATE J �FCRE"I CE51Y� AT THE N.E.C. HIGHLAND AND a <v�� a��N -1<,/ FZ DESIGN Preprrzd 13y. RECOMMENDED Cat TOLL FREE ETIWANDA AVENUES, 66 N. CL @0RIP-RAP SEC110N B-B Q 9�HIGHLAND AVE., 24 E. OF CL E., � 0 _ ALLARD ENGINEERINGETIWANDA AVE. AT THE N.W.C. THICKNESS NO. 36052 m JR Eivll Engineering land Surveying lend Plann,2lg ���-;� 1-� DRAIN SETB�TD F BRASS RIP-RAP ENERGY DISSIPATOR OR °� Exp 6 30 2004 � °�� _ - - Fame r�a�sz33s SHEET OF 227-2600 s �. CGR 19D8!sss,64c���se9,356 17T, 8 of 9 NTS -I,)'- CIVIC- �� �-I OF CADS CHECKED RA ND D G R.C.E. 36052 DRAWING NO. CITY -2,1, -0-7- EXPIRES 6/30/04 !0`'F7-D TWO WORKING DAYS BEFORE YOU DIG ELEV. 1432.612 1 AN DJ,,� PROJECT SHEET NO. OF FTbno,ne Y:\Dwp\'2103\WXE,DNE\SrfdffS\BA.WAN\BANYAN-a.DwG Date: SEPTEMBER 25, 2002 all spacing 10'- 0" Spocmg 10'-0" Spacing 10'-0" Spacing PIPE MATERIAL LIST Typical Roil and Truss Ponel Typical Rail and Truss Panel Typical 'Rall and Truss Panel Typical Rol and Truss Panel - - -- - End or Corner Post Line Post _ Nominal Outside Inside Weignt _ Line Post Intermediate Post Diameter Diameter Diameter per Foot 2 1/ nom dia x 9'- 0" std � I % nom dia x 8'-0" std Line Post = 6 = CL I% nom dio x 8'-0"std Tension Bars 2 �/��nom dia x 9'-0" std Line Post 2 2 CJ CVI r 2 2 (Inches) (Inches) (Inches) Lbs goly pipe with goly coo goly pipe with galy cap _ - goly pipe with goly-cop _ 3/16 x 3/4 min gals pipe with golv cap — ---_ __._-_ ___ — �- I g e es N, go. spring steel ;�. , Igo. wire ties I i4 Horn dio std I at 12 oocc. ; tension wire with �, at 12 o c. poly pipe roll v wire ties of 24 o _ �- I I/4,.nom dio std. c I �, I y I /4 2 go x I min i 660 1.380 2.27 i goly pipe roll 1 ; at 16"max o c y 3/ dia Tension Rod' - -- -- r _ - = with adjustable tightener L::: , i /2 1.900 1.610 2.72 Tension Bar Ilgo wire ties "- � of `r; � `yll o w re ties + and fittings See note 7) -- •, . 3/ x 3/a m n (total 6 each D:;,r! (total 6 each , 2 . 2 37 5 2067 365 { �6 '. • O I ------- post aced t II ..)i - - � os a ua oc d . . a . . P s . . Y � P • 2 o. x min 1 9 1 f ?: ' •21/2 2875 2.469 579 :� w , 7 go spring steel tension at 16" max o c ) - 2 Mesh 72 I 7 :� w i - ;:• f 2 Mesh, 2 V . wire with II a wire ties chain link fabric--- `' j I 9 i chain link fabric ------i•.. a* 24' o c �•.� ( 3 i 3 500 3 068 7 58 J. '4• •L _ •i .'1' . . 1 .c..p.-,�--��xY'� ._ ./•. " ... :�.� Y� '•® � - '' `7"��/ i I�IQte U• �;' _ r`f.. -L.� ,.�''iF[T x--3/8 dio. Tension Rod i/2 Crown ---_ N1 d = NI '\ i �}}• j 31/2 4 000 3.548 1 9.11 ,� �. � Intermediate Post to be /2 Crown- = with adjustable tightener : with smooth - - - - v .. installed at not more than o with smooth 4 4.500 4.026 I 79 ;I O' i and fittings (See note 7) trowel finish v N 0. 1000 intervals ,� trowel finish Note (typ cal) O o (typical) For corners, Typical Rail 12"dia. or t � J�12"dio or {} 16" d a or �- , ' _ 6 6.625 6065 18.97 --- -� and Truss Panel to loin -� 8 8 625 7981 ; 28 55 Past .n both directions TYPICAL FENCE DETAILS L - �16" dio or -0 IO'-0" Spacing Clear Opening Varies 12' - 0" to 26'- 0" 10'-0" Spacing Typical Rail and Truss Panel ', f �` -Typicol -Rail and Truss Panel Gate Post / I %2 nom dia. I '/4nom dio Line Post Line Post 3 '/2' nom dia. x 9'- 0" std ' ! Tension Bars ! std gow. pipe std gory pipe I Gate Post 1 %2 nom dio x 8'-0" std �,, GENERAL NOTES I gory. pipe with goly. cop 3i,6 x 3/4 min for gate frame stiffener alv pipe with olv ca _ ! - - - l - _ - - - - -- L- 77., ,., te ' � - 9 P P 9 _P i/4nom d o stdcu — 11 go w,-e ties.. oly pipe roil '; : f at 12" o C -f. '�, I. All Chain , s t n s and in . . . ._.�, Link fence mat q stollation shall conform to Cut - Out for materials, fi ti ►� c the latest edition of the Department of T Standard 3 Transportation Cham 8a Lock / dio Tension Rod " �;. 12 go x I" min --{ , �• < 8 Specifications, Section 80 Fences and this Special Drawing. xr: t I m x + " � : • r: . �- 1 with adjustable tightener _ 0 6 a o c >, ;% (typ) 6 x 6 r. 1 9 _ 1 "• and fittings (See note 7) o' � r 9 r .•;x;;. 1 : �.. 2. The fence fabric II - e ce fab c sha be laced on the outward facing f' � ;f• ,�, •f f _ .� ' •�� :;, 1 p d ac g side of the posts, Y - \ 11 - •x i I �M1 I stretched tout, fastened,e u and rel cD securely unlessotherwise own n ti• � _ 'r . . . •Y I h o thela •i l :1 �'' ,w right-of-way 3. Clearance between ri ht of w and fence fabric shall be 6 unless • 7ga spring steel tension..'-%' w• •r .• g �' r; wire with 11 -go wire 2 Mesh 72 j. otherwise shown on the pians. ties at 24" o c : J chain ink fabric - - - - 4. All gates shall open inward, except if otherwise noted in the special provisions. II go wire ties (total 6 each Tie fabric to top, N ". Plunger Rod Catch _ '/ Crown I '' •,, post - equally spaced) .�� � �;•, 0 2 - cD 5. All gate hinges shall be heavy duty malleable iron or steel, industrial bottom and stiffener—, /r with smooth I service type 270 degree swing, non-removable, of approved quality • Note of frame w to llgo ih 12 dIa or � trowel finish �4•. — - n and design, and shall be fastened fromithe inside, wire ties at 2"o c I6 da or - (fyp�cal) ° Provide stops to hold gates open v - ' ° � �� 6. Secure galvanized cap to post with 74' galvanized round head rivet, or tack weld. as directed by the Engineer - - --� 12 d c or - DOUBLEDRIVE GATE DETAIL 7. Adjustable tightener shall be turnbuckle'or equivalent, haying a 6" minimum takeup. Typical Rol and Truss Panel Clear 0 10'- l Spacing _10'- O" Spoon 4 -�" - 8. Diameter size of Line, Intermediate, Cotner, End and _Gate Posts to be - Opening Typical Rat end Truss Panel as shown on this Special Drawing- -1 1/2 nom dia Line Post Gate Post --T - T-,--, I'/ nom dia x 9. All bolted hardware items shall also be tack welded in such a manner as to Lire _Post Tension Bars_ std gcly p pe j I 2 i, nom dio x 9 0 std 2 I - ci - Slid gory pipe with I. N 3/6 x 3a rrIn j for gate frame goly pipe with goly cap gory cop I - prevent removal by unauthorized individuals. ,• i I i4 nom dia std 11 go wire hes 10. All fence fabric shall have a 12;' wide horizontally painted stripe along the ..: 9aly p pe ral! 1 1 : :'6 _ of 2 o c center of the fabric. The point shall be a reflective t Ce P type orange or approved .. equal. A,ter fence fabric has been painted, a sample of said paint shall be Cit - Out for 3 given to the Son Bernardino County Flood Control District, Operations Chain :� Lock -" /8 dia Tension Rod , , , . r.. _ Division, along with the manufacturers name and point specifications. (typ ) 6"x 6" with adjustable tightener p and fittings (See note 7) Fasten gate �' f catch to post i ~ I tia 111 — 12 go x I" min -- ��� ;r'• l 2" Mesh, 72.. 7 of 16 max a c � I '' c a BOUNDARY FENCING chain link fabric > �1 r- 1 � PSAN BERNARDINO COUNTY a, s rin steel � _•I9 P 9 t I II o. wire ties t n n it ith Tie fabric /2 Crown-o w wg e s e 2t tai o h II a. wire ti tto top and o w th smooth � M FLOOD CONTROL DISTRICT { 0 6 e c g es a bottom of _ Crowe knish •,� �< , post - equally 24"o c . rn _ N ; c►v« RF vI5 vN� DRAWN BY DATE spaced) frome with - (typical) i P 16„ d o or CY- 11 go wire �i •i - - 1 Kc•. e `7- -J-� A. 11. 4 -01-87 I • ties at 12"o c ; ___-fir _� 12 d+a. or -a - _ WALK GATE DETAIL 6' CHAIN L NK F NCE __ _-__ - SPEC. DRWG. I CIFIFY I E - _ - (TYPE CL-6 = 72" FABRIC) DESCRIPTION OF REVISION DATE APPROVED: CITY OF RANCHO CUCAMONGA STREET AND STORM DRAIN PLANS BANYAN STREET-OFFSITE SPECIAL DRAWING 1 RANCHO ETIWANDA Underground Service A� BENCH MARK NO. 148-B P� 04'q CITY ENGINEER ! l /� F RCE: 24953 OFESS� APPROVED BY: � DATE:AT THE N.E.C. HIGHLAND AND ��O ONO J. q� -/ �- - �L /• ✓� *TORE Y ETIWANDA AVENUES, 66' N. CL ,,� -� l9 Z DESIGN Prepared By RECOMMENDED o Cat TOLL FREE HIGHLAND AVE., 24' E. OF CL �� �� Z JR ALLARD ENGINEERING No. 36052 ci.0 F�nee�G I" Sur.e,•w5 >�d Plannng 1_ ETIWANDA AVE. AT THE: N.W.C. w rri 9253� A.enu1 OF DRAIN XCULDROP—IN—BOX STD� BRASS 227-26� OR ��� Exp.6 30 2004\ � DRAWN Fo�„e �"ro>a sus SHEET cGRi9W!3561815 19091 3%1795 9 9 y v - cft, of TWO WORKING DAYS BEFORE YOU DIG ELEV �4 1 TF OF CA1- CHECKED RAVMON J. ALLARD R.C.E. 36052 DRAWING N0. . 32 6 2 CITY q -2b -02 EXPIRES 6/30/04 M7-D DATE PROJECT SHEET NO. OF Fbw•on M:\DWG\121w\BACK 1E rr,' '\srREtiS\9arr�N\9AAN_9.DWG Dotes SEPTEMBER 25, 2002 int