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HomeMy WebLinkAbout1-201-35SHEET TOTAL vp I SHEETS IA m O DINO COUNTY SAN B.ERNAR DEPARTMENT Ut TATION /FLOOD CONTROL TRANSPOR LEGEND L LENGTH A ANGLE L,F, LINEAR FEET A.C. ASPHALT.CONCRETE LT. LEFT B.'C, BEGIN CURVE M.H. MANHOLE , BLVD. BOULEVARD MIN, MINIMUM B.M. BENCH MARK NO. NUMBER C.I. CAST IRON N.T.S. NOT TO SCALE C.L.; CENTERLINE O.C. ON CENTER C.L.F. CHAIN LINK FENCE PAVIT, PAVEMENT GRADE CLR. CLEAR P.G. PROFILE CONC. CONCRETE CONSTRUCTION R. R.C.B, RADIUS REINFORCED CONCRETE BOX CONST. YD. CUBIC YARD R.C,P, REINFORCED CONCRETE PIPE CU. C.S.P. CORRUGATED STEEL PIPE RT. RIGHT DBL. DOUBLE RAW RIGHT-OF-WAY DIA. DIAMETER S SEWER LINE E.C. END CURVE STA. STATION ELEV. ELEVATION STL. STEEL EXIST. EXISTING OF PAVEMENT SUR. SURVEY TANGENT LENGTH E.P. EDGE FEDERAL AVIATION ADMINISTRATION T TOT. TOTAL F.A.A. F.C.D. FLOOD CONTROL DISTRICT TYP. TYPICAL PACIFIC RAILROAD F.L. FLOE] LINE U,,P.R.R. UNION LINE G GAS LINE HIGH PRESSURE GAS LINE W WATER W. CUC. WEST CUCAMONGA H.P.G. INV. INVERT WORK ORDER DER NOo F00927 R CONSTRUCTION ON PLANS FO, WEST CUCAMONGA CHANNEL FROM MISSION BOULEVARDTO AIRPORT ONTARIO AREA DRIVE INDEX OF SHEETS SHEET NO. I TITLE SHEET 2 TYPICAL SECTION SHEET 3-5 _ PLAN 81 PROFILE SHEETS 6 INVERT & PARAPET DETAILS AT U.PR.R. 7 _- R C. CHANNEL DETAILS g R. C. BOX DETAILS 9 PIER EXTENSION DETAILS 10 JUNCTION STRUCTURE DETAILS SHT. II PIPE CULVERT DETAILS & SUMMARY 12 - CHANNEL WALL FENCING CROSS SECTIONS ARE AVAILABLE 825 H E O FTHIRD ICE OF THE CONTRACTS IO ECALIFORNIA. 92415 ERI E. STREET SAN BERNARDIN APPLICABLE STATE STANDARD PLANS DATED JULY D97 A D97B - I D97 B - 2 D97C-I D97C-2 D97D LOS AN GELESW COUNTY FLOOD CONTROL DISTRICT STD. PLAT 2-DI ( 7 2- D191 �NO' CORRECTIONS RESIDENT ENGINEER DATE N BERNARDIN SA O COUNTY �pLbb APPROVED .BY ' 1 FLOOD CONTROL ENGINEER R.C.E.23115 DATE -201-35/ 1' 1Z 21 i t=C.D NORTH \ j /1V5T/�GG /N/-1 FENCE //C ONG CH//NNEL �//�CGS pE/� C�ET/f /L5 ON 5tlt? 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COMPRESSIBLE BLANKET O !iC/? 5 /-9•/1// i 4,,e Y .5 C-- /�' T 5 7;,:�: /<o f 44 { ------ --- --------- p�. ���--------- — 1-,77 CORRECTIONS CONST!eae7IaN 5G0/'E <TYP. QOTH. 5tDE5� - i C(7N,5T/?UCT WEEt`"f/OG4.S /;�T /50. C. F'E/? .. - � 5 I3ON0. CO. STD. 5 p /B Z < T YP. l30iH 5/UE5 J + ��,�� , --I i - a 3 .i'r"• \ c1 !-p RESIDENT`ENGINEER DATE �352 �rr /8 t00. 00 TO 5i/ 4/'/ ,SHEET E 7 STA. 11 +70.00 TO STA. 18+18.00 TYPICAL SECTIONS N.T. S. 38 CHANNEL = CH/-�NNEG W/�GL GATE �E/7 OGT/.�/G ON 6H66r NC7. /Z 5L0 E I CONST/�UCT /r C. /! /-qM/"' SECT/ON �' to Ve;r4/LJ ON ✓HEFT 7 K '�,4 ( TOT. Z SECTION S -S SPLASH GUARD N.T. S. F00927 REVISIONS SAN BERNARDINO COUNTY MARK DATE DESCRIPTION BY FLOOD CONTROL DISTRICT WEST CUCAMONGA CREEK SYSTEM WEST CUCAMONGA CHANNEL TYPICAL SECTION SHEET SCALE FILE NO. I DRWG, NO. 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DRAWN BY: REVIEWED BY: v e PLAN 8� PROFILE H 672!� M. S. G. tA ll�lVr,l 5. OZ�71V67 Cc2 e05 S. lz�j qRs, M52 SUBMITTED By. 7'�*?610 7- /?,�17 - C Hl,,�-NN6-6 2 7-0 . 1 -1 - a.- - c STA. 10+00 TO STA. 20+00 ,A1 �CHIEF EWINEERING RECOMMENDED BY: _;�, IV AS#IST. FLOOD ONTR ENGINEEA DATE SCALE DRWG. NO c FILE NO. APPROVED BY: I\X (A _�v� 1-88 AS SHOWN 1-201-35 :3 of t2 L D CONTROL ENGINEER ? W v k N h V V C 0 , v � �tl � N 0 h gf iv W V -- !cow' �Ai°CE.7Y 2m�iL- C�►vpE�� n J v 0 U 0. 7E /N5 T/�G G 24 /?C- F? (CGA5.5 .aI 2 CONNECT TO 6'1-//71YNEG W/-gGG CO/YSTi?UCT r2C. CHlq/VNEG G/?O/M 5TI4 03 t /g TO c/UNCT !a/Y 571'c*76/C'ra/?E NO..3 C4L. Z ✓T/�. 38 t Z/. 55 V6rl:; & ✓ ON SHEET 7 /?EMO!/E O/5p05E OF EX/5T/NG +a iep Z 43 r?oiSEN CONC/?ETE Fi?OM ' � R 5T/- Z4t0a TO ST/ 38 t ZZ t 0 6a W. � / "R!F --- e e _ 22 23 - - ° ....._-.'� ...' - - =� 2_5 _ 26 27 28 _ -- - — - - - - - - - - -30 G/•I/-i C/•/BGE - TO BE r?CGOC.9�TE0 BYOTHE!?�5 � � ---- ---------�-------- N —�— E.O. 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FENCE ?O MEET O/�O/5E/Y ClJNCr?E'TE �20l� /�CCES,y i?/-/M� GENCE /�FTE!? � IC7 yTi4 ?4tO0 t TO ,571- 38t 22 t !?C. CH/aNNEG CONSTi?C/C i/O/Y. 0rel?0E 70 b!?/gIN - _ - �t =MCA 'Ver AIyFc.4k�AJ�tt P �'S 's c;��w Tc, MWTc_�4 _-r---- 4 - x f /N✓71111-L &'H/. C.G. , E61VCE W/ ZO,OeL. I (3EF0/ZE/�C. CH/-INNEG CON�✓-T2UC�/ON. i W e w s PLAN SCALE: ICI=401 CORRECTIONS I , I k D 0 ICI I Ijl o�i 39 � I I E/Yd CONsi��/CT/O/1/ t~ car /-1NO /?'EMOVE car OGF W/-�LG W11V6 W/446S TO EN.C,7 OF EXI✓T/NG /?Gf3_ 1 I'�EMOt/E /•� /�O i /ON O� X/yi/NG FENCE /-�FiETI . C. CH/-� NEG CONS . p p , r�EMOI�E /-i f�O�ZT/ON OG EX/ ?//UG FENCE l3EG0/?E /?. C. CH/�NNEG CON T/�c/CT/ON. I I 2 REVISIONS F MARK DATE DESCRIPTION U �Q l2 BY PROJECT ENGR. DRAWN BY: REVIEWED BY: MS. GM.. .. MS. SUBMITTED BY: RESIDENT ENGINEER DATE HIEF.E - RECOMMENDED BY. IST. fIOGD CON L ENGINEER ' APPROVED BY: FLOOD CONTROL ENGINEER F00927 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT WEST CUCAMONGA CREEK SYSTEM WEST CUCAMONGA CHANNEL PLAN 8 PROFILE STA . 30 +00 TO STA . 40 +00 DATE SCALE FILE NO. DRWG. NO. I - 88 AS SHOWN 1-201-35 5 of 12 } � f t EGEI! �34. 57 0, S !3/f/?5 — # 7 r Z TOT. 2 � V / N q ( #3 ✓T/!?/?Ufa✓ c� 4 "O. C \ Z " CGt� .��t /?EMOVE /NVE/?T, 5G/�!3 !�✓/fGG 5. �— 0 F�GGET 1 /%Z•• CG/i? G/?OM 5T//?�Up Ti�M�'S1Tt®tdi�P I Z'/e q "CGa -.&,MEF-T - Op CH.INNEG W1441- I #<o 43/->i/?5 ;� d a" o, C. — — S-t-A EX/5i /NG CH/a•NNEL W4GL ( - I � =� !3/-�/�5 � i0'o.C. I 3, I '07 8341V!5 l3 TOT., EX/57%1V0 G44f441VIVCL /N!/E/eT ( ?Of� OF EXIST/NG 11vV ✓G/;•P 1 EX/.57'/1110 61?/OGE . 5T/-� /pf4� �' JO/N EX/Si/NG I ' CONST/?UCT/ON SGOpE EX/,.57.- /Ny. SG/-/•f3 �_ I L3EG/N CONST. Ile-leeu. p /2 rl c3r�/ pGE „ 5T/-l: /Ot<oS.GrJ �� /Z 5714 /OtBZ.OD , t 24 Z4 I F.G. 9Z4.43 /+ &xZO CO TOT. 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WEST CUC/•}MONG/� CH/-i•NNEG u•,a/?/2 Or?/ 0 0 6 M /C. i CONST. kV CUC CHI-INNEG — — — 11 +00 I G1NJE/? 5/pE all10+50 Bic'/1GE G//?OEM FL O W ' EX/aT//YG I EX/6:7 % /NG I - --- \) _ — -- -- -- P/->j/?/�PET �'r" rtr----1NE✓T /-/BuTMENT I , E/-f5T /-/l3UTMENT-�----1 a !NE'�i CI.�C/�MUNt� C1 14-ItN G • 5T/-/. /O t 43 t 5/�W CUT ,�` I - . ��- 01-- iANNEL I I : I I 4,/O/N CX/5T/NG � ' � .\� .� ZCG�? I CON.ST CG05Ut?C L TD MEET EX/6.,7 E/�Si • I I ,L3/?/C7GE /�l3G✓TMGGNT. � - --- — -- - �----------- ----- /dD0 4 B/l/Z5 (Z TO --- --- T /�/3uTMENT C pN5 Tf?G/0 T p/alc /a F'E%- TO MEET G-NC> OF EX/5T/NG �/7/dGE 19ea7_MENT. M<o x ZO {`3 TOi. #4 �G✓ Ga /O" O. C. , E-XTEN[7 /8 /n/ TC7 IF C. 0- T/E TO `4 dr?5 ( 'TOT G — F00927 REVISIONS SAN BERNARDINO COUNTY — — I ? CORRECTION S /^ j7©L��j �`�1T�/�/�% G7.� MARK DATE DESCRIPTION BY FLOOD CONTROL DISTRICT WEST CUCAMONGA CREEK SYSTEM i WEST CUCAMONGA CHANNEL RESIDE NTtENGINEER,� DATE P1,14N ,PROJECT ENGR. DRAWN BY: DESIGNED BY: 3 M.S. G. M . a C.V. INVERT & PARAPET DETAILS S SUBMITTED BY: AT U.PR.R. BRIDGE MILE POST 39.34 CHIEF. EN DIVI RECOMMENDED BY: IS FLOOD CON ENGINEER DATE SCALE FILE NO- DRWG. NO. APPROVED BY: 1-88 AS SHOWN 1-201 -35 6 of 12 FLOOD CONTROL ENGINEER { REINFORCED CONCRETE RECTANGULAR CHANNEL /N5E/>?T I�OrVEG f?Ef? C�ET/�/G . -Point surface with _ ,_ 2 2• , B -Pre-molded Z"� + o thick cool of B •Pre -molded ospholJ;c filler csphoUic point - " ospho/tic filler • - �' Wall or slob ') of covered 1'-" • - T-• r ,-•-, Wo/l or slob of T sections open channel. sections - FOR CHANNEL WALLS FOR INVERT SLAB FOR WALLS AND SLABS JOINING OPEN AND COVERED SECTIONS TRANSVERSE CONSTRUCT/ON JOINT DETAILS NOT TO SCALE WALL BASE L ONG/ TUD/ NAL CONSTRUCT/ON JOINT OPEN CHANNEL NOT TO SCALE ' N A ' d uo/N i 61� EX p/�•NSION Clap -� eXP4N510N 410/Nr W17 H C,O` e6 N. T- •S% 11 H O Co 0 Sym. About W/2 _ I 1,. Fence Post Inserts. BI .� � 84 2 H-- II 2" N Longitudinal Bars - See Steel Schedule for Bar size and spacing. B5 86 Const. Joint B9 88 87 r6i I Longitudinal Bars - See Steel Schedule for Bar size D spacing. TYPICAL CHANNEL SECTION NOT TO SCALE _ F-'l C� 6 . ?"X I'l _W;, (� cy Ile I? " IC a 31 RIC. 0,1 � 7 `S.I pybu r 15 - 0 I 8" I N rl� 1 II Fence Post Inserts U -� n8 Bars at 9"o.c. 1'-6" 2" '4 Bars et 18"o.c. 2 5 Bars at 9"o.c. n4 Bars at 18"O.C. Const. Joint n5 Bars at 18"o.C. 6" 1.5" UQ t� 2" 2- 4 Bars at 18"o.c. n 76ors Ito at 4.5a.c. TYPICAL RAMP SECTION STA. 37+00 TO STA- 37+95 NOT TO SCALE Z %^JA.L-L_5 .: `r----� _.._ REINFORCEMENT STEEL SCHEDULE--__:*,•C.•---.•- �AIVf � _....-��.... . o v BI 62 B3 B4 B5 B6 B7 c B8 Bg LONGITUDINAL BARS to BAR VERT. HOR'Z- BAR VERT HOR'Z- BAR VERT. HOR'Z. BAR VERT. HOR'Z. BAR VERT. HOR'Z. BAR VERT. HOR'Z. BAR HOR'Z. BAR HOR'Z. BAR HOR'Z. 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W16TN OF 11115- a-Ipd.1(`lIaL- NUMBER OF 12,� N1ERAUEb P>E7_�EM4 VA4j K16 W kLL_ Ik�lfak} Z O CHANNEL SECTION DATA QUANTITIES STATION LIMITS SIZE (FEET) THICKNESS ( INCHES) CONCRETE STEEL CONCRETE STEEL cwf� FROM TO W H TI T2 T3 T4 C.Y./L.F. LBS./L.F TOTAL TOTAL I. /D f 43 Ip + !05 ZS' 7' 8 9 9 15 i. Z4 134.7 27. 3 2 // * 7O 4C 14 + 40. 00 ZS'- 8" /S' ?0 /5' 19- S ZD 9 I Z 3.19 to70. 7 SZo 1. 3 hat. oa9. 0 3. /-4 +40.Do go * 94. 15' TO /ZLZ" 15.76 11o•ZS 9 IZ Z.51 -453.3 10:59.15 //5,5S5-Z 4. llo. 94. 9Z /0 - DD ZS`- 8" /Z'- 2" 1Z.75 13 9 10 1.94 Z9Z. Ze ZOS.9 .30, a41o.4 5• /a *00 /a * lB 6. 05 * /8 Z4 f. 00 to" /2'-Z" /Z IZ-S 9 10 1.91 279. 1 151v-10 Z2, 8610. Z 7. 2-4''0D Z4 + 60 29'-!0" l2'-Z" 7) 0'- 6) 1 Z iZ.S 9 10 1.100 Z79. 1 9(0• O Ito, 74&. 0 8. 9. 24 1-60 3!0 * !00'7 _310 + ZOO Eke? 29'-Zo" 29'-to"� 45=Z'' 8'-D" 8'- oil $ 9 13 1. 2'a 157,4 153t0.0 lb 4,Mao 10. 671,00 �Z/. 65 Z9-(0"Tp 31" o" 8'-0" i0 1✓7!/5T. S 9 9 S l• 30 138--70 37fif�0 37 r�15 rs'-d" S�o" ;v o' �CCt;S✓ r?�-MP 6oIv1.0 10, C180 { �r To T/-}-L 3,843.Z 574; 05z• 2 E--- F/NftL p/->�Y QU/�NT/T/E✓. - GENERAL STRUCTURAL NOTES 1- All Class D concrete shall have a 28-day compressive strength of 4,000 pounds per square inch or greater. 2. Dimensions from face of concrete to steel are to center of bar unless otherwise shown, 3. Concrete dimensions shall be measured horizontally or vertically on the profile, and parallel to or at right angles (or radially) to centerline of conduit on the plan except as otherwise shown. 4. All bar bends and hooks shall conform to the American Concrete Institute's "Building Code Requirements for Reinforced Concrete" Section 801. 5. Placing of reinforcement shall conform to the American Concrete Institute's "Building Code Requirements for Reinforced Concrete" Section 803. 6. Transverse construction joints shall not be placed within 30 inches of structure openings. 7. Transverse construction joints in walls and slabs shall be in the same plane. No staggering of joints will be permitted. Transverse construction joints shall be normal or radial to the centerline of construction. 8. The transverse reinforcing steel shall terminate one and one-half inches from the concrete surfaces unless otherwise shown on the structural details. 9. Exposed edges of concrete members shall be rounded or beveled. 10. No splices in transverse steel reinforcement will be permitted other than shown on the drawing without approval of the engineer. No more than two splices will be permitted in any longitudinal bar between transverse joints. Splices shall be staggered. 11. Longitudinal steel shall be lapped 20 bar diameters at splices. Transverse steel shall be lapped 30 bar diameters at splices. STRUCTURAL NOTES FOR R.C. CHANNEL SECTIONS 1. Longitudinal steel shall terminate two inches from transverse construction joints. 2. Transverse construction joints shall be spaced not to exceed 50 feet nor be less than 12.5 feet measured along the centerline of construction. 3- Transverse control joints shall be spaced at 12.5 feet measured along the centerline of construction,by making a 1/8" x 1 1/4" saw cut. In no case shall the width exceed 0.02 foot. 4. Transverse joints shall be placed at the junction of rectangular open channel sections with closed conduit sections, 5. Unless otherwise shown on the drawings, in curved sections the maximum spacing of bars shall not exceed that shown on the typical sections. Steel shall be placed rad ially from the max imum spac ing . 6. At the beginning and ending of all pours, a complete curtain of reinforcement composed of B1, B4, and B7 bars shall be placed three inches from the transverse construction joint. STRUCTURAL NOTES FOR R.C. BOX SECTIONS 1. Longitudinal steel shall be continuous and extend through all construction joints. 2. Unless otherwise shown on the drawings, transverse joint keyways (in both slabs and walls), as detailed for longitudinal keyways at the base of the walls, shall be placed at the end of each pour, but the spacing thereof shall not exceed 25 feet or be less than 10 feet. All construction joints in bottom slab, top slab, and side walls shall be in the same plane. No staggering of joints will be permitted. 3• Unless otherwise shown on the details, in curved sections transverse bars shall be placed radially. Straight transverse bars in top and bottom slabs shall be spaced as shown on the typical sections. Spacing shall be at the centerline of construction for single -barrel boxes. Straight bars and L-bars in walls shall be spaced as shown on the typical sections with the spacing measured between the vertical legs of bars. 4. At the beginning and ending of all pours, a curtain of reinforcement composed of B, C, C2, D, F, G, and H bars shall be placed three inches from the transverse construction joint. 5. The vertical wall steel in interior walls and in the interior face of exterior walls may be spliced at the construction joint at the base of the wall. The splice shall be 20 at bar diameters in length. 6. In all sections lap C and C2 bars. The vertical length of C and C2 bars has been calculated for a four -inch starter wall. If the height of the starter wall is varied, the vertical length of the C and C2 bars shall be varied correspondingly so as to maintain a 30-diameter lap between the two bars. The laps shall be based on the smaller bar. 7. Concrete quantities are based on a six -by -six-inch fillet and the steel quantities do not include any optional splices. CORRECTIONS 11 , 4 R 'SIDENT ENGINEER DATE F00927 REVISIONS SAN BERNARDINO COUNTY F RK DATE DESCRIPTION BY FLOOD CONTROL DISTRICT LONGITUDINAL SECTION GENCE p05T /N5E/?Ta Z„ GENCE /n05T /NSCC?T.5 P `N •-rN tS SGGT Id t4 125-t-ET !` P 4 134lC G' /Z 'O C. Aer k1cfeTN mwp_ 2-6 ., /?C. 100X /�E/NFO/�CEMENT CROSS SECTION- SOUTH EaP PARAPET DETAILS /-/T 5r/7-. /B t /B r 6,7 � 03 f/f3 W. CUC. CH/9NNEG 5 Y1W /"E7T �yy y�4 S CROSS SECTION Vvtr. 17 /?C. l30X C?C/NFOC?CE/"/ENT CROSS SECTION PARAPET DETAIL lq7- 57/�. // t 70 i� P/ CC/C. CH/a/VNEL - ' '7 I °N 8 "O C (Co TOT J ~(7- O' �11t �3 TOTS Z m 0 �a U .� t3 Srm About 10 74111 !)) 1- -_Bar B BBoi l\ ti 1 (G,- so, .� N or 6- I (/2) # 4 Optiono/ Const. Joint I �phono/ j Bors+ E+ spy q !(Typ.) U.N. 0. Cons/. Joint - i T2 ;Min Cover 2 " C w- Bar i--- -� -# 4 ®/B" 2- TOP OF WA L Long,&dino/ 2" 2' Bo rs Eq. Sp C. I I T2 -� C3 -Bar ! I-`-- —D-Bar -Aoupn�O 1 i C2- Bor I Corot. Jon► i I —CanS1. Joint �� 1 3 t�2 ,-F -Bar .F-Bar --T�4'to12' 4'lo /2' L----- 1 H, BorJ,` I � � I TZ - w ! e .i BASE OF WALL Z-6 GIAU Lj E_ A, \ _ 2 STEIE•i. � cc�JST. 1G►NTS TYPICAL R. C. BOX SEC RON 20 _ MOT TO SCALE TRANSVERSE ✓O/,VT / jr --_--- COS NSTRUCTM JOINT DETAILS AVr TO SCAL £ AREA 8-16.3,4. Long. Reinforcement Min. Long. Reinf. in Top S/ob, Bottom Slob 9 Sidewal/s shall be 0.4 % of concrete cross -sectional area. CORRECTIONS R. C. BOX STEEL SCHEDULE 1 / RESIDENT ENGINEER .REINFORCED CONCRETE BOX AT END OF AIRPORT RUNWAY 57/- f 18. 00 TO 157/_7 03 � /0, 00 ¢` CO/i/,ST. lti'Er✓% CUC CH. NC✓E,� F + DATE elql�� F-7 v 3 ST//?/?UG'S OOA' 5EC7_/0/Y C 10 INIO TH W 14. 00 Fr. 14. 00 FT. HE/GHT H -ra00 c:7 �o' TO /5' TO/� ✓G/�!3 TH/CfsNE5,9 ` T/ 04.50 /N. 9.7y IN. 5/OE W/J GL 7_H/C1.9NE55 Tz / /. 50 / N. 6.00 IN. ; l30TTOM _744e TH/Cf'SNE.5.5 7-,5 117. 50 IN. 9. 00 IN. . /3/l /?✓.. CO/NC/?ETC COVES Y .150 /N. 5 50 / N. '0/1/? NO. e: 5P/gC//VG 4 e 13" 4 1? /0" LENGTH 30,-411 09'- 9" NO. 9 Is 13" l LENGTH 30 `•- 4 '" 29 ' - 9 "' C HO/?/ Z. G ENGTH g VEC?T. GENC77-H 7 - 55" TO /5 ZS &/-!•/? NO. e 5f''/,YC/NG 7 if /Z" CI HO/?IZ. LENGTH /=95' To 5=3 VE/?T. LENGTH 4'-0" TO NO. e. 4 C /O- & e /Z'* _ _CZ - HOC?/Z. LENGTH 5.-.&..__- 3_J'.__T0..3"=/D.✓' VEC?T. LENGTH 3- 9'" Z'%0'" TO Z�=/O.✓" C3 HOC?/Z. LENGTH t-B•5. TO 3=Co" VCC?T. G ENGTH /'_ 10": TO e- 0 O /✓///? /YC. e 5p41C/NG • LENGTH 9"- 5"' 7=3.5':TO ICo'--5 F 631117 NO 4& 151' 4- C ZO' f GE.NGTH 30"- 4" 10,9'.1" TO Z"q - /O 0/w? NO 1, /5- 7 C ZO" LENGTH 4" -9 1!5 "` TO LENGTH G� C 41-e NO. s ✓-I�//C/NG 7 C /O" 7 C 1/" GGNGTH ZI'„d.. /Z,-8 •, H 0417 NO. 1 5P//C/NG to G' // " 7 & i0" i LENGTH LENGTH /3'- 7✓" IN7'Wi441 04/?1 -NO. t 511"W e//1/G .4 - C, /8" N0.'.GONG/Tu0/N/�L I?E/NFD/?CEMENT < .f4. `- #.7 4`4.. ; (/A10Z UCJE,S 1x INVE/?T 15C/-FE3 �a ~;'. :4$ 3�1: 7-0T/-fG5 " 44 . 10& 1 /51.. I , e30X3ECT/ON �;�< ST/fT/ON G//►'I/T5" i'=- -- 'C ' : 57A. /62 B. 9`00 TO 5T�! 7"; 30 00 `T0 .5T/- // t 7. 0 00. a - ;f NOTE * FOR GENERAL NOTES AND STRUCTURAL NOTES SEE SHEET NO. 7 REVISIONS SAN BERNARDINO COUNTY MARK DATE DESCRIPTION BY FLOOD CONTROL DISTRICT LONGITUDINAL SECTION A -A WEST CUCAMONGA CREEK SYSTEM t*+; WEST CUCAMONGA CHANNEL PROJECT ENGR, DRAWN BY: DESIGNED BY: M.S. G r K. .M. F00927 SUBMITTED BY: 1 N�NErh.rN,, DIV!, R. C. BOX DETAILS RECOMMENDED BY: S FLOOD CONTROL GINEER DATE SCALE FILE NO. DRWG. NO. APPROVED BY: G. I - FLOOD CONTROL ENGINEER 88 AS SHOWN 1-201-35 8 of 12 - #1045;1::;'?� Le JOC Z'Z" LONGITUDINAL SECTION N.T. S. LONGITUDINAL SECTION N :O O Z CG/r CLOTH 5/0E5 h0 ,O 405 /8 0. C. CH/-iNN� G /NVG?T. V CROSS SECTION N.T S / - ./ ( / / r. CROSS SECTION N.T. S. SECT/ON GOOiS //YG 00�►//Y 5� /?�/-1-/�'J SiOc.S CORRECTIONS RESIDENT ENGINEER DATE F00927 s 11-arOM/-t7/C FG.4p 61;L7-5 -'q/?M CO MOOEG ZO C I / ' 6D ` ✓L OBE' `�N y #'7 /'?5 (jP / 8 o. c . 41 ZB � MAN. /Z-lot HOOP 01q-l7,5 Ga -7 "� O. C. 4'� r0 CON,ST. �/O/NT -S POO"G !3/•it�s (B TOT. ) �� 64a/l5 e dp s/E It I i 9Zlo.dpGG. I - SGOpE I CUT W/1-6G ✓TEEG /N CEN i Er? OF OpEiV/NG 1`7/V67 (3E/ V INTO TON OG 6/4'/1YC7_/01Y ✓T/eUCTU/?E. 9ZCo 60 /=G. i EXTEND 01--i•bE 561-1'91 ,PG/NF. //V TO l5ax C34-i5E 5641(3 . SECTION A -A N.T.S. PLAN A' -r r S-ra + z9.o4 L U. 7 J 4," SECTION B-B ?OuNO ECJGES "� /4. 33, /Pr. ,5 r,4 13 706 i5)0 i?� W. CUC. CH/�NNEG CHANNEL h/.9LL JUNCTION STRUCTURES SCALE: I"= 2'-0" .y 3�3 #4 63/17W5 f�c° (4' 8 ` 1° 4 d4al5 e Ig "'oC 8" , *4 94r75 el /B Oc. I C.N.AR16 E r s4EFU.1 NC, COGG/•I'I� CC/? W4146 STEEL /N CENTE? OF 0pE/N/NG /-}NCB BEND INTO l"✓4 a!G , FLAN N.T. S. A STA, V-6 +(at.50 C3/•i-SE SGQ�c3. SECTION C-C SCALE I"= 2'- 0" SECTION E-E N.T.S. '4K4 BQ-�/?g m 16 Coss �' coNcrrErE 8/•tCfSG/GG . � II I I I I i i F/�CE OF CHQ//✓/YEG 4 61r671W4L7_1C C. ( 3 TO r�? a - ll 1017EG ZO C Or? CUT W14-46 5TEE6 /N CE/VTE/� OF I I O,aE N/NG /�NC� L3 E/Y!7 /N TO TOp 6 119Z8.94 G.G. 9Zdl.5Z F.G. '2 O. 62C2 —- '41 BQ•/N.5 � 4"OC. (4 rOT) 5= 0.00�8 927..4 c / �'�'� "'-� -- `--_ _ �.. � . �' ; f F-- CG4�,5,5 .4 CONC/lETE !3/•�C�SG/GG . 3' t SECTION D- D CORRECTIONS r RESIDENT ENGINEER DATE N.T. S. F00927 DE.SC/'1/PT/pN .- OGG SET /NG ET 5 T/1. EG E!! OFFSET OC/ TG E T 5,A S x _40 L,� C SP SSr. 33 LT i/ f13. 00 9z�.so /4.•33 L.T 5 Tom. ll,/3 0o EG El! iZlo.BZ o i X R. c P M�r�xrsr. M�rcx/s M TEX/5f Z/ Z9' LT /Z t y,�;o 78 -7 55 �o f# v/ LG C. 5 P 3f:1 8!o'RT /7-Jo "FAT /3 f 6'4. -�'7 z_ 33. 25 LF G/ 9Z,9 5Z- •44`37'7--3' � LT /lo t LvS. DD 3Z. B� �f8 O� L� x-i.�9GF R.�. p /7?A' GT ZZtZO.I"� 94/. /�f 1-4 75 LT �t /�_�{3 RT 32r i�.73 �53 DQ /�.75'!�T �-4 /. / l 3Z'L�'35' 3/ t.SD OD 95z.7- - Lw-rirz-5/17E✓- E/•�Cf-/ it i 1 TOT. 2 '6 ,v Go" CL/? 3 =0" 041� . - Ty/? /30TH 5/tOES TYFP2 TO r. ;) - S13///Z HOOP x=< 7-0 r. ,-) ELEVATION N. T. 5 •.� - - - - GHQ-ivNEG p 2- ENr.: EXT. CH/-}NNEG W�4•GG � h � CLr?� � /NST/�GL/-�T/ON C7�•T/-�• C1-14•N1VE6 OUTLET Cu YO OFFSET ST/•�. ELE(/. OFFSET ST/a: EGE�! CONC. c /UNC T/ON ✓T/f'UCT. 00- 60 GT. /Z t Z°I. 73 9069, 80 /4. 33' LT /Z t Zal Q¢ Of Z1a GO o/ c/UNCT/ON 57/?UC7-. /7 al8 /?T. /3 t &417 a128. 94 /4 33' /?T, 9 (-uNCT/ON 130X CIF 4/.�17'/?T I3t8540 'I09.77 3q.edo' (?T. 13t83.c,-4 9Z°l.75 gyp_ O W/�GG /?ECES✓ /4. 75' GT /3 t 95. 00 �l Z 8. / Z /ti= 33' G T. /3 t 4/y 00 9 Z 8. / 2 Z,O �r CONST/?UCT c/UNC i/ON dOX bE/? y Na CO. 5Tt� ZOB d X - ' Y = 4 ' " 5TO Z05 TOT/ G / 7 y C. y .3 V = ¢. 45 TO TO,e O,� /'�/�NNOG E COliCip �E/�YFO/?CEME/Vi /NTO CO�YC. COGG/�/7/�5 sypyi/y G/-iCE OG CH/-i•NNEG 3, O " 00>C ¢���•`J�/BOC_ / 0� Gr � END eA10 Off' C. 5 f? • G/•�•CE OG Cf-1/-�NNEG Or? /?. C', BOX PLAN_ .N. T..5. + (� CL 4,5.5 /141 C67"W- COG L /,1/? CONC. f3/� CJ'�i�/G G ST�C/CTC/�r'E' CO/VC, dESC/�/,nT/O/Y -- - R CHANNEL _INVERT--sLA e_ ' R C. B:_TRANS T/ ON -R G: C/-/ANNUL --- PF C. C /-!AN /V �-L- RCHANNEL Cf-fANNEC -R.G- a,6X - -- ��EFi = EXT�NS LoN_ - R G- c/fA/vIUEL R=G-Lff-4N1i/�L- -�'i4 �`' ST/•,�T/ON G /M/TS /O 4STA l %o f los. 00 >'o sTA /o t 8z. /D STA l /__ r 30: .: _ TD - T5 A / / r 70. DD /4 'o, 0 0 ST/} _ /4 t 40. 00 . 1-0 5rA /!o / �4. 9L . TD _. ST-A 5TA /g f Off: tip Tp S rA - 5 /8 f 78. 00 T� - rA � 5-rA Z3 t 5iA sTA STR ' Z¢ f OO. OD rD - ---5TA 74 r 6 D. D D 5-rA . 1st r Co D. OD TD STX� 3Cv t lcp. Ga _ - -a o. vo _To ETA 37 57} 57 t- �5. oG_- �'✓/�-GL CC/, y0 GQS HE/Gf-/T CONC. ,STEEL -7' 07. 3 - �� _ /%.D Z� -7`l"- Z9 /8 ' - /5' �0 /. 3 /�✓ 089 - .30,.7-¢!0 /56. � - ----�Z.o ice_ 8 TSv:o /lv4,Eib - 58-.d=- -0' NoTE- 7HE PA)c'lgeET5 /FRF //VCLC/OEO //v 77-YE 4XJAIV77T/ES DF THE RE/NFoR CEO GoivC RETE BU X ES �OT�kl� 755E3-- rr G/NA•G iwwy OR/u- AAJD TAP POLL-5 /N , 8 " ADAP7EF7, FL- AJ6 B FT)R '/Z " e-AP SCREENS. MATGN ,#OLEcS k1 /rf/ FIApU,q-� RkAlh,57 FZ-A ? CvA7E NDT --1l6WAJ . of o r-c.irirvr ELEVATION N.T. S. •I ` I: /NEG � I I � - G/-�'CE 0G CH/-�NNc�G !�✓/->�GG l9",r " 8"C. l fjEGG i PL/.�NGEC> • I - � I . RAGE S5 F02 5 I Q� C. / DRA IV P/PE SECU/lE 8 "/�-v/•iFT. FG/JNGE -• 1------"'-'--- . � ' � . � • • CROSS SECTION N.T. S. FO 0 927 ' -CHA•NNE4i/NvE�j - I ,,//.--.. - - -v� `.vir 1 RVL V15 I KIG.T WEST CUCAMONGA CREEK 3,_3,. 3_0,. .• 3,_ p �'- " SYSTEM CROSS 3 SECTION CROSS SECTION �'`:, '� , .' 1 WEST CUCAMONGA CHANNEL FOR OGR/1/ OQ /L SEE-5H7" /O �M,x` `„ �, t /< r, PROJECT ENGR. DRAWN BY: DESIGNED BY; SC�G E: 3 G.M. S . � = / -o M. s. ELEVATION F-F-,-�,-, . suBMiTTEDeY: PIPE CULVERT DETAILS • HIEF, N EE GOIV ` AND SUMMARY SHEET RECOMMENDED BY: A.�� ASSI$T. FLOOD CONTR APPROVED BY: F1000 CONTROL ENGINEER ENGINEER LATE SCALE FILE NO. DRWG. NO. 8 AS SHOWN 1- 201-35 11 of 12 End or Car. Post 3" nom. dia.x7'-10"std. galv. pipe with galv. cap Tension Bar 3/Is" x 3/4" MIn. 12go. x I" Min. - at 16 ' Max, 0. C. 18" long, light weight metal insert (See note 9) 10' - 0" Max imum Typical Rail & Truss Panel 7 ga. spring st I. tension wire with I I ga. wire ties at 24" O. C. d Note For corners, typical Rail & Truss Wire Panel to join Post in both directions 10'-0" Max. Spacing 10'-01 " Maximum Spacing Id-O" Maximum Spacing ypical Rail & Truss Panel Typical Rail & Truss Panel Typical Rail & Truss Panel Line Post Intermediate Post line post 21/2nom. dia. x 7�-4"std. 3��nom.dia.x7'-10"std. gals, pipe with line post g� alv. pipe with gals. cap, to be installed at galv. cap not more than 1000 Intervals. _ �I g p N I//"nom. dia. std galy, pipe rail, I I ga. wire ties o It 3/e" Tension Rod with; gi adjustable tightener & fittings (See note 7) � I`i >II o. wire ties ti 9 ! 2" mesh,72" (total 6 each post -equally chain link fabric spaced ) 0 � Top of Channel Wall- �--- � Cli 12" long, light weight li 'I'�------i—--- i -- - - - - metal insert (See note 9) C18"long, light weight metal insert(See note 9) TYPICAL FENCE ELEVATION Typical Rail __&__ Truss Panel Intermediate Post 3"nom. dia.x7'-10"' std. gale. pipe with gals. cap 2" mesh, 72", chain link fabric . Top of Channel Wall 18" long, light weight 1 metal insert (See note 9) 10' -0 Maximum Spacing _ - .t Typical Rail & Truss Panel 7ga. spring stl. tension wire Line _Post with I Iga. wire ties at 24"O.C. 2 j "nom.dia.x 7� 4"std. gale.. Tension Bar pipe with goly. cap 3/16" x 3/4" Min. t d goly. PIPe " norm d;o•s n Rod k-y"Sio i, ptener With odjustase note 71 f�itin9s � , 12„ 1on9, ligh t lsee note 9) ; met of %n5e TYPICAL FENCE ELEVATION ON SLOPED Typical Rail & Typical Rail & _Truss Panel '�-- Truss Panel 10'-e Max. Spacing End Post- 3"nom. dia. x 7`-10 std. gals. Tension Bar pipe with goly. cap 3/16" X 3/4" Min._ Note Where Panel spacing on slope exceeds 10'- 0" install 21/?_"x74" std. galv. pipe Line Posts with galv. caps and 12" long, light weight metal inserts at equal Intermediate Post 3" nom. d ia.x7'-10" std. go Iv. pipe with goly. cap 1 I/4" nom. dia. std. goly. pipe rail 2" mesh, 72'� --_- chain link fabric 3/e" } Tension Rod with adjustable tightener & fittings (See note 7L( ) intervals of 10'-0" or less ' , ' o� • 5 i Top of Channel Wal I Jill � % o� �� ii �e< eon\ u11 TYPICAL FENCE ELEVATION AT HEADWALL. (INCLUDES RCB PARAPETS) Headwall or Parapet Fence Post -Fill clear openings greater than 4" with chain link fabric Headwall or RCB Parapet Typical Rail & 4"-0"" Typical Rail & Truss Panel Clear Opening Truss Panel I Gate Post g nom. Pia. std.' 3 nom.dia.x 7 - 10 std. �,_ alv. pipe for _ gals, pipe with ate frame Tension Bar N galv. cop 9 II 3/16 X 3/4 Min. � �- ---- - Cut -Out forte - 1 1/4" nom. dia. std. -- - - galy, pipe rail Chain &Lock - (tyP.) Tension Bar 3/16" x 3/4" Min. 2n "i ' _ i' mesh, 72 chain O link fabric o i3O' Fasten gate - catch to post ;, ! —3/e" Tension Rod with adjustable I tightener & fittings (See note 7 ) =C, Top of Channel ;� : ; �ii^�—IS'long light weight Wall - LL;J LL, metal inser (See note 9) Tie fabric to top and bottom of frame with \ 3/e" m Tension Rod with adjustable 11 ga. wire ties at 12"O.C. tightener & fittings (See note 7 ) TYPICAL WALK GATE, Typical Rail & Clear Opening Varies 12'-0_" to 26'- 0'Typical Rail-& Truss Panel Truss Panel 1 1/4" nom. dia. std. gals. pipe stiffener — Gate Post iTension , � 4 nom. dia. x7 - 10 std. Tension Rod with adjustable 1 �3 Bar golv. pipe ly. cap with tightener & fittings (See note 7) /Is" x /4" Min. N a --1 /a"nom. dia. stdi Tension Bar - .- galy. pipe rail (typ.) 3/16" X 3/4" M in. — — 3/9" QTension Rod with adjustable ! Cut -Out for 11X o' '1- tightener & fittings (See note 7) Chain & Lock (typ.) 6 y/ I o'i 2 chain link fabric N 18' long, light weight--' y ; Plunger Rod metal insert (See note 9)Catch a _-_ - -_ i >r Tie fabric to top ands 2" nom. dia. std. galv. bottom of frame with pipe for gate frame II ga. wire ties at 12"0.C. TYPICAL DOUBLE DRIVE GATE, N ote Where spacing exceeds 10"-0" install 2 1/2"x71-4"std. galv. pipe Line Posts -with galv. eye type caps for top rail and 12 long light weight metal inserts at equal intervals of V 0"or less 10!-_0'! Maximum Spacing Typical Rail & Truss Panel Headwall or Parapet Fence Post 3"nom.dla. x7'-10"std. go Iv. pipe with gaiv. cap %4' nom. d io. std. galy. pipe N� '-rail with I I go wire ties at I2 O.C' t Tension Bar 3/is" x 3/4" Mir.. 2" mesh, 72" `? chain link fence 1 0' 12 ga. x I" Min. 7 ga. spring st I. tension W w' o j at 16" Max O. C. wire with I 1 go. wire -' ~ ties at 24" 0. C. Top of Headwall i or Parapet 1 �-1*�18" L - t long, light weight` metal inserts(See note 9) TYPICAL HEADWALL FENCE ELEVATION (INCLUDES Rya POAOPE.s, PIPE MATERIAL LIST Nominal Diameter (Inches) Outside Diameter (Inches) Inside Diameter (Inches) Weight per Foot Lbs 11/4 ! 1.660 1.380 2"27 II/2 1.900 1.610 2.72 2 2.375 2.067 365 21/2 2.675 2.469 5.79 3 3.500 3.068 758 31/2 4.000 3.548 9.11 4 4.500 4,026 10.79 6 6.625 6.065 18.97 8 8.625 7981 28.55 GENERAL NOTES I. All Chain Link fence materials, fittings and installation shall conform to the latest edition of the Department of Transportation Standard Specifications, Section 80, "Fences"' and this Special Drawing. 2. The fence fabric shall be placed on the outward facing side of the posts, stretched taut, and securely fastened, unless otherwise shown cn the plans. 3. The fence fabric shall be I I gage unless otherwise specified. 4. All gates shall open outward, except it otherwise noted in tr,,1 special provisions 5. All gate hinges shall be heavy duty malleable iron or steel, industrial service type 270 degree swing, non -removable, of approved quality and design, and shall be fastened from the inside. 6. Secure galvanized cap to post with %4" galvanized round head rivet. 7. Adjustable tightener shall be turnbuckle or equivalent, having a 6" minimum takeup. 8. Diameter _,ize of Line, Intermediate, Corner, End and Gate Posts to be as shown on this Special Drawing. ') L-ight weight metal inserts shall be sheet metal tubes with 1.1) i/-V greater then 0. D. of pipe used. Po,,t ; are to be grouted into iw.nrts using neat grout of I part of con -lent sand 2 parts of water -N 0 v- COR'R ECTION S i RESIDENT ENGINEER DATE 6' CHAIN -LINK FENCE (TYPE Cl-6 =. 72" FABRIC) NNEL WALL FENCING F00927