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HomeMy WebLinkAbout1-201-39SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT PLANS FOR CONSTRUCTION OF WEST CUCAMONGA CHANNEL FROM INTERSTATE 10 TO SIXTH STREET CITY OF ONTARIO WORK ORDER NO. F01040 LENGTH: 1407 FEET PROJECT LOCATION MAP SCALE: I'I = 2000' � N0� CORRECTIONS INDEX OF SHEETS SHEET NO. I TITLE SHEET 2 TYPICAL SECTIONS, PIPE a C.L.F. SUMMARYS 3 PLAN & PROFILE (STA. 10+76.7 TO STA. 18+00) 4 PLAN & PROFILE (STA.18+00 TO STA.24+83.4) 5 R.C. CHANNEL & RETAINING WALL DETAILS 6 CHANNEL WALL FENCING 7 ENLARGED PLAN DETAIL 8 GAUGE STATION DETAILS 1-7 CROSS SECTION SHEETS TO BE SUPPLEMENTED BY THE FOLLOWING CALTRANS STANDARD PLANS DATED JANUARY 1988: D77-B A62-B A62-D D97-F A62 - F D73 D77- A D88 D97A D97B-I D9713-2 D97C-I D97C-2 D97D FIO T-10 BO-3 B3-7 133-8 133-9 THIS PROJECT REQUIRES A CLASS A CONTRACTORS LICENSE El APPROVED BY: l Gt • �Lirl,E'�k 1 l 3 �l q j FLOOD CONTROL ENGINEER R C E r-SATE RESIDE ENGINEER DATE FILE NO. DRWG. NO. 1- 201-3-11 of 8 I . F. C.D. R/W 0.5 VAR. 4 O 6 LEV EXISTING GROUND F.C.D. R/W UNUUNU 127 MAX. I IMP 16' 81 VAR. 12.25' 12.25' LEVEE ROAD LT STA. 14+50 TO STA. 21 +50 VARIES OF I -ILL AI IN I LKS IAI L IU K/W. EXISTIN( GROUN[ 7' TA 10 7C.I F.C.D R/W 32 MIN. _ 16' 8. VAR. 3 LEVEE ROAD RT. STA. 14+50 TO STA. 18+40 7' TO 12. ' --_ 49 ± TO 0' 5 4O P. G. ji 5 %. i 66 MAX. EXISTING GROUND SLOPE X VIRGINIA AVENUE I '0 MEET EXIST. TOP CURB GE OF PAV'T AT ALLEY. FC.D. R/W VARIES 20' MIN. 20' MIN, 2.5' 3 LEVEE ROAD -' 4O 6 0 RT. STA. 11+00 TO STA. 14+50 O 2' 12" MIN. (TYP.) (TYP) LT. STA. 10+76.7± TO STA. 14+50 RT. STA. 10+35± TO STA. 11+00± TYPICAL SECTIONS NOT TO SCALE - 100VAR. PAVE TO MEET EXIST. TOP CURB F.C.D. R/W e F.C.D. . R/W EXIST. TOP CURB • STRUCTURE BACKFILL IISH GRADE (TYP) JJ /V vv...,--..v.. BACKFILL DETAIL NOT TO SCALE CHAIN LINK FENCE SUMMARY: INSTALLATION DATA: QUANT. TYPE BEGIN END L F. OFFSET STA. OFFSET STA. . 6' C.W.F. 7' RT. 10 + 71 7' RT. 13 + 50 279' it 7' 91 13 + 50 12.25' of 14 + 50 100, " 12.25' " 14 + 50 12.25' of 24+ 83 1033' 7' LT. 10+75 7' LT. 13+50 275' " 7' " 13 t 50 12.25' " 14 + 50 100, It 12.25' " 14 + 50 12.25' of 24 + 83 10 33' 4' R.W.F 35' RT 20+ 15 31' RT. 21 + 35 12 6' " 31' " 21 + 35 44' " 21 + 66 34' 35' LT. 5' R.WF 19+25 35' LT. 20+45 12 Of " 35' It 20+45 42' " 20+63 20' CL - 6 138' RT. 1 0+ 61 30' RT. 13 +00 3 1 9' It 30' " 13+00 30' at 16+43 343' If 30' If 16+ 43 35' " 17+ 1 3 701 " 35' 11 1 7+ 45 35' it 18 + 40 95' If 40' If 24+ 35 60' of 24+ 35 20' If 137' LT 12 + 44 88' LT 12 + 83 54' "__-- 88, 11 - 12 + 8 3 3 5' " 12 + 8 3 5 3' " 35' " 12 + 83 35' it 19 + 25 642' " 42' If 20+ 63 64' If 21 + 10 56' " 64' " 21 + 10 12 7' If 23+ 29 275' If 12 7' 23+29 12 7' It 24+64 135' to 39' '1 35' RT. 24+ 50 39' 11 24+ 84 34' of 1 0 + 61 5 3' RT. 11 + 07 5 9' If 5 3' " 1 1+ 0 7 7 9' 11 1 0+ 7 0 5 5' to it 77' " 75' If 10+ 56 75' " 10 t45 12' 10 + 45 91' " 10 + 38 18' C.W.F -INDICATES CHANNEL WALL FENCE R.W.F.- INDICATES RETAINING WALL FENCE C.S. & R.C. PIPE SUMMARY DESCRIPTION INSTALLATION DATA: SKEW SLOPE INLET OUTLET OFFSET STA. F. L. ELEV. OFFSET STA. F.L. ELEV. 30" X 34 L.F. R.C.P. 34.89' LT. 12+75.41 1089.00 7.00 LT. 12 + 49.62 1088.27 370 35'25" 0,020 12" X 4 L.F. C.S.P. (13.0'± RT) (16+71.50) (1099.69) 12.25' RT 16+70.25 1099.65 450: 0.020 30" X 8 L.F. R.C.P. 17.9 C LT. 1 19+75.66 1105.49 12.2 5' LT 19+ 70.00 1105.33 45"00'00" 0.020 NOTE: OFFSET DIMENSIONS ARE MEASURED AT RT. ANGLES FROM C.L. IMP W. CUC. CHANNEL. (00.00) MEET EXISTING PIPE CONSTRUCI'ICIN NOTES: 10. CONSTRUCT Channel per Structural Section on Dliwg. No. 5. 20. INSTALL weepholes and sacked pervious backfill per State Std. BO-3, Detail 3-1. Note: Use filter fabric in lieu of the burlap sack. Pervious backfill continuous behind wall is not required. 30. PLACE 0.20' thick Type B Asphalt Concrete. 4. REFER to Chain Link Fence Sunmary on this Drwg. 5. INSTALL 6' high Chain Link Fence on top of Channel Wall per Details on Durwg. No. 6. OIISS"i'U Type CL-6 Chain Link Fence per State Std. F10. 70. PLAICE Concreted -Rock Slope Protection (Facing, Method B Placement). REFER to enlarged Plan Detail on Dltwg. No. 7. 80. 95% Compaction area. CORRECTIONS A_ )1. Z /7-$ ESIO T E GINEE DATE GENERAL • Y. DIMENSIONS• THE TOLERANCESIN THESTANDARD SPECIFICATICINS • u SPECIAL PROVISIONS. ALL STATICINIM NOTES ON PLANS REFER TO THE CENTERLINE OF IMPRJNEHENr L]INLESS OTHERWISE NOTED. BASIS OF BEARINGS ARE TAKEN FROK THE CENTERLINE OF SIXTH STREET AS BEARING N. • • PER TRACT NOS.D 6800. TRANSIT! ANDMARPING SHALL BE AS SHOWN AM AS DETERMINED BY THE ENGU.=. SPECIAL DPUAWINGS ARE ATTACHEDTO SPECIAL PROVISIONS. W.O. F01040 REVISIONS SAN BERNARDINO COUNTY MARK DATE DESCRIPTION BY FLOOD CONTROL DISTRICT ® CHANGE F.L.; LEVEE RD WEST CUCAMONGA CREEK SYSTEM WEST CUCAMONGA PROJECT ENGR. DRAWN BY: DESIGNED BY: CHANNEL R. R. N. .F. G.M. SUBMITTED BY: TYPICAL SECTIONS, PIPE & CHIEF. ENGINEERING D ON "' C. L.F SUMMARYS RECOMMENDED BY: ?. I R F1000 CONTENGMIE£R jc DATE SCALE FILE NO, DRWG. NO. APPROVED BY: ` 130 OCT 1990 AS SHOWN 1_201-3at 2 Of 8 FLOOD CONTROL ENGINEER } r EX18TNG 14 X 14' R.C.C. EXISTING 14' X 13' R.C.B. TOP CHANNEL WALL C6 • g._ (AT 7'LT 8r RT. C.L. IMP) I. + o 00 LEVEE RD. PROFILE �' o 0 (ALONG LT. CHANNEL WALL) Q rh (D F' O co 0 + ti LEVEE RD. PROFILE _ -V _ - m.t0� _ � = A EL WALL) LONG RT CHANNEL L rn ) Q do aO +�g00 +1.42 ° /° G STA. 9+56.68 C.L. IMP W. CUC. CHANNEL = STA. 252+00 C.L. INTERSTATE 10 STA. 10 + 76.7 ± BEGIN CONST. R.C. CHANNEL u W (33 10 TOP CHANNEL WALL Co 3 (AT 12.25` LT & RT C.L. IMP) + o +2 Op°/'�.�- o f� a - 0.3 0 % __ _ ---- C0 N w i ~ 1100 1 I 12 13 14 15 16 17 18 CONSTRUCTICIN NOTES: w z 10.Typical Reinforced Concrete Channel per o W o Typical Section on Drwg. No. 2 . o Cr z V Q Q U H W = Q a U a Cr 20. PLACE 0.201 Type B Asphalt Concrete. N w`� g41 1 Zw M �, N o > 30. IDb'TALL 61 high Chain Link FerWe on top of Channel Wail �ar� �o R►w CORRECTIONS per Details on Drwg. No. 6 . �L Type CL-6 Chain Link Fence per State Std. F10. �fV � FOR ENLARGED PLAN s0. INSTALL #a Dowels @ 13" +.c. into existing R.C.C. ' 4 DETAIL OF THIS AREA invert slab at Sta. 10+76.7-. Dowels shall be 2 -e 15 o, P r� SEE D R W G. NO. 7 long and embedded 12" and grouted. RESIOW ENGINEER DATE x ,�rO - II , + 6. O INSTALL Drop Step at centerline of the Walk j o_ ~ } Special Drwg. III. 5�P �P• J 100' CHANNEL WALL ft z � , rn O O INSTALL 4 Walk Gates per Details on Drwg. 230. 6 LEVEE RD. TRANSITION O 10 + 00 COoZ Z 80. INSTALL 16' Double Drive Gate per Details on Drwq No _J N tDcr) t0 ABANDONED VINEYARD < � 3 6 LZ Of Q NI N to to J O INSTALL 321 Sliding Drive Gate. N i 5 \ + + c' w So w N c uj 10 0�5'TRUCT Earth Ditch per Details on Drwg. NO. 7. [ - 4, � 4 3 F- EDGE OF PAV'T• 6 7 --�- --- ---- - - - - 11 PIECE Concreted -Rock Slope Protection (Facing, Method L �_� ►3 - F.C.D. R/W Placement). For Typical Section see Drwg. No. -2 , E.P �� LO to INSTALL 12" Corrugated Steel Pipe and CONNECT to 238 93' ? - - - - _ _ -- _ - - -- - - - _ existing C.M.P. Connect to Channel Wall per State N 33°33'2►' W. - 14 15 EXIST. RAIL r 81 WIRE n Std. B3-9Retaining-Wall Utility Opening- For Drainage �_- 13 - 6 17 18 C.L. IMP. Spry Dr �'-- N.38038'45" REVET. CHANNEL N - 13 INSTALL 30" Reinforced Concrete Pipe and Connect to C.D. -- -- �— -� Channel Wall per State Std. B3-9, Retalning Wall_ 'F _R/W O . I N M Utility Opening. For Drainage Suamary see Drwg. No, _?. WK x x x x x � x x x x-� n x x x x x x N x�--_ 6' C.L.F E.P, t-a h;nage Inlet per Detail on Drwg. No. �_- - 6 -� ; t. _ S°------___ & F. C.D. R/ W GCOi�II2UCT 6"W 1 T--�-- N. 38 ° 38. 45" W. AEfY- 17 4 3 I 1 2 O PRCQ'DC.T IN PLACE - Existing Chain Link Fence, Reinforced _ -- 6'W -- _ —6"W -- Concrete Box Culvert, Channel and other Drainage ry 2 G 2 G O Facilities as shown. j II \ 15 I 9 18 + 16 PROTECT IN PLACE -existing Curb and Gutter. 00 O _j- y Rman existing Chain Link Fence, W N �I,� 18 CONSTRUCT Gauge Station per Details on Drwg. No.8 C.L. IMP. CURVE DATA, WEST CUCAMONGA CHANNEL B.C. STA. E.C. STA. j R L T 10+64.14 12+83.50 47058'43" 261.96' 2 19.36' 116.57' 104-76.68 12+83.50 45014'09" 261.96' 206.82' 109,14' .•+ 2 407 w o Oc 2 Q U") U W CO ito a LL W J a WLd W N 3- In W fn z cn -J r 3 O W as w a cr 0 W rr �� I.- Q>Uj 3_Inw �" V W u � �W u v �y -N V W W W O S �� j W cr S 3 mU N J W dy Q W, fV _j m N a0 In �3 m U ON WNW ^r UNDERGBOUNA UTILM LEGEND; Of PLAN Sc Sewer Chino Basin Municipal Water District _. C So - Sewer City of Ontario !� SCALE: I"= 40' G - u, Gas City of Ontario Ir� W - Water City of Cbntario _j J .J F- _j cr (X cr Z p s Z z tr J O O O O Q U U 0 0 o 3 z o ►~- ►- n o_ O O F F _ �j o O m m o a m m m j Z N m O O O O O m iv J O V Uui U U U 3 N N V N CJ U _--------_.Y W.O. F01040 REVISIONS SAN BERNARDINO COUNTY MARK DATE DESCRIPTION BY FLOOD CONTROL DISTRICT MOVE SATE WEST CUCAMONGA CREEK SYSTEM LEVEE RV. WIDTH WEST CUCAMONGA 1 REMOVE CURVE t CHANNEL PROJECT ENGR. DRAWN BY: REVIEWED BY: R. R. N.A.F. _ G.M. PLAN 5 PROFILE ' SUBMITTED BY: uL: CHIEF, EN N RING a ON STA. 10+76.7 ± TO STA. I8+00 RECOMMENDED BY:, J v A •1ST. FOOD CONTti - - Dr'�? ( SCALE FILE NO. DRWG. NO . 9 z ki 1 OCT 1990 AS SHOWN I-201-39 3 Of 8 _ APPROVED BY: �/ r, ram+ Q • .• V3e. `` __. FOOD CONTROL ENGINEER EXISTING DBL. 121X6`R.C.B. m 4,1 � er 3 Uj LIJ CD cc c9cp� In 3 +O �� TOP CHANNEL WALL + • � U' Ul)_ %t in cv 0 t` _ co (AT 12.25' LT & RT. C.L. IMP) EXISTING LEVEE PROFILE a o �_" +tr) X m 1 120 CV 0CIJ _ °Io �I "" L) \ / +o OD + 0.481 % Q = ��� .. [ m —' LEVEE ROAD ��j.�6 t. 3 { QC i- I } (AT CHANNEL WALL) C6 z z 0 F-: a z I Wx I �J' I I 17 cn LLJ �� V N p ir-}-2 .000/ - J -30 cn �----� + ..48°l0 o 1 5 z + �j.\691� m -� EXISTING CHANNEL F.L. _ as _O -� �[ t XELJ 0i ty: PROFILE GRADE �- (AT C.L. _IMP) N a 2 OOol 0 — �--- .0a o m + _ a Li 1100 te O � -----r J � � — ci + r ►- W a I- O li Q = +f + O F- U O "cv CY) PnV 9LE SCALE- HORIZ t.,` 40' VERT I" = 4' CU., EXC. YDS. EMB. 18 19 _ 20 21Q z 22 23 24 =25 26 102 � z �' o 0 � O WQQ Cr ('yr� c�W55 =3>cl9W�>F H Z—W Q m Q QZ z m pV3OJW Z Q WcL W w U. w o W m Q 3 z a .c O Ir I'' m t9 —! QQ n: wQ 6 I. �wo3 dQ u qs W3 3 If?' v 0U. 3 4) LLjrr O 3 �u2_ �u00 3. aV Li -n 3N w -,n xL� ZOz Z 7 3 n Q N-I`-X-OO �' 3 V 4 O� W W 3�' 2 N V U 2-N4 U> W> M a _: N !�l V * tf7 V W M m � OD W N �tD W N F t<> G) X o o 19 �o Sc - Sewer Chino Basin Municipal Water District So - sewer City of Ontario G - Gas City of Ontario W - Water City of Ontario MWD - Water Metropolitan Water District of So. Calif. I 'D 00 Ln r' I ].AM r'''OX /C nATA R =300' L=202.22' T=105-12' J �J J Z Ix z'�z L� ~ w 3 emu � O 3 FO J Y W O a Q W W W O W Y = O O Q U W OT.c 2 ~O JOJ J 0502 m U, 0 In1y tJ Q mMVm tJ U- 0. CD Q c0 U Q u O r u j cp t0 Q W N t� pp ZZ Ir Z~ Q O 3 W Z O Q O 1— - O W Uj z v = V- 'n c3 V CJ m W U c7 U N'n -ct "(.0 'v v �J (D W "'n _a -pDN N STA. 24 +83.4 ± END CONST. R.C. CHANNEL STA. 104-00.00 C.L. SIXTH STREET x Qu -' ca cn O 0. O _j ~ v as w 1'W �1 # Z In u ,n 3 o J 3 v �_ �_ CL a �Z3 �QN ti a U zN _M 3� N Z`O �N 11 z O = N F'z z SC u ibtY'f�F"N MYVaV V �Q i W t! FCp R/W 1120 i 1110 :1 BENCH MARK: Elev. 1120.6$ Fd, Std. Corps of Fxgiveer Bar. "sk Stamped WCC-113, fW3, L.A. D st riot, 11+ E. ofW. end of H/i�l at West Vic. Chan el & 33..5' H. of C.L. 6th St. SHEET PROJECT _ TOTAL TOTAL - Cc�srRucrra� Nl7FF�: OCC[�RDCT Reinforced Concrete Reotangul� Channel- per Typical Section cn Dry}. No. i 2 >Pi'�C:E 0.20' Type B. Aspftlt concrete. 9O. INSV LM 6' high chain Link Felice on tdp of Cannel Wall a per Details on ElrWq. 4. II�LMMM Type C -6 Chain Link Fenoe p1W State Std. �0s ORF*MOVE existing Charmed 'Transition Structure and INSTALL 14 D�owe1S % 1911 ©.c, into Ming R.C.B. invert slab at 5tb. 24+83.4+-. Dowels WIkl be Z'-© l long and embedded 12" and grouted. 6. nUlmr•r• Drop Step at centerline of the Walk eate per special Drag. III. 7O. INSI LL 4' Walk Gets per Details to Drwg. No.6, 8. INSTALL 26' Double Vriv sate per Details on DICwg. No. 6. 9. =1711L 30' Double DriVe Gate per Details ch Dltlwg. No. 6r. 10 OC4� MUCT Retaining Wall per Detail on Drwg. No. S. 11 X20TRIIC,T 'Type "A" Sideways per Special Drtwg..1. Length = 1941±. Meet existing sidewalk both ends. aREMOVE 17 L.F.± of existing fill Corrugated metal. pressure relief line and OmSBTRUGT plug. OAPE a portion of existing Fences 24 PROTECT IN PLACE - Existing Block Wall, Chain Link Fence, Poorer Poles, Trees and other items as abeiwn. OPLACE prefo=ed exp, jt. filler and rebar to protect existing K.W.D. phnline per qxv--ial DrWg• 11• 16 Existing Double 12' S 61 Reinforced Concrete Box Culvert. OBasting Reinforced Concrete Spillway. 18 INSTAM 30" Reinforced Concrete Pipe and Cohftect to Channel Wall per State Std. 113-9 c Reitdinina Ali utility . For Drainage Sw nar3( see Drwg. No. _ Note: Inlet and of pipe shall be plugged. 19 INSTALL 16' Double Drive Gate per 'Deto1IS on Drwg. No. 6- REPLACE EXIST. Aj W REPLACE D!W APM. W.O. F01040 REVISIONS SAN BERNARDINO COUNTY MARK DATE DESCRIPTION BY FLOOD CONTROL DISTRICT 1 4-10-91 Const. Jts, 81 Easement WEST CUCAMONGA CREEK SYSTEM Added per M.W,D. request 1 PROTECT 0R REMME WEST CUCAMONGA _. } f MD'JE GATE PROJECT ENGR. DRAWN BY: REVIEWED BY: CHANNEL R. R. N.A.F. G.M. SUBMITTED BY: PLAN 81 PROFILE STA.18h 00 TO -S-T-A.h► �T V •- 2 /� + 83.4± G� CHIEF, ENGINEERING DIV( RECOMMENDED BY:' ' DATE SCALE FILE NO. DRWG. No. 1 .FLOOD CONTROL ENGINEER APPROVED BY: f 30 OCT. 1990 AS SHOWN I-201-39 4 Of 6FLOOp CONTROL EfMGINEER o CHANNEL SECTION DATA REINFORCEMENT STEEL SCHEDULE QUANTITIES w STATION LIMITS SIZE (FEET) THICKNESS (INCHES) BI 82 B3 B4 B5 86 B7 B8 B9 LONGITUDINAL BARS CONCRETE STEEL CONCRETE STEEL FROM Tn W H TI T2 T3 T4 T5 BAR a SPACING VERT HOR'Z BAR a SPACING VERT HOR'Z BAR a SPACING VERT HOR'Z BAR a SPACING VERT HOR'Z BAR a SPACING VERT HOR'Z BAR a SPACING VERT HOR'Z BAR a SPACING HOR'Z BAR a SPACING HOR'Z BAR a SPACING HOR'Z BAR a SPACING SLAB HEEL WALLS C.Y. / L.F L6S./L.F. TOTAL TOTAL I 10+76.7t 11+80 14' 14' TO 13' 14 15 12 12 12 1 7@18 14-9' 9'-7" 8(q)18 6'-6" 6'-5' 8@18 3'-8' 3-9" 5@18 14' 9" 1'-9" 6@18 7'-0" 1'-9" 7a18 4-1" I'-9" 7(q�18 9'00" 7a18 9'00" 5@18 6'-9 4(4)13 29 4 48 1.85 289.1 191.2 29,870 0 0 2 II +80 13+50 13' 13 10 10 " 6@18 13-8" 9'-3" " 6'-8" 6'-6" " 3'-5" 3'-7" 4Ccb18 13'-8" 1'-8" 7'-4' 1 -8" " 3'-II" 1'-8" " 8'a11" 6(d 18 8'01I" " 7'-2" 4(cD14 28 It 44 1.62 267.5 275.4 45,475 3 13+50 14+50 t I 14 TO 24.50 t ' 13 TO 8 a tt tl �� 1t tl 11 �� �� �� �� �� �� It It �� �� 11 �� It 11 �� �� �� �� �� �� �� 302 it 302 1.65 197.9 165.0 19,790 0 0 � o a o a �o 4. 14+50 18+50 24.50' 8' 10 I I 9 It 4@18 8'-4" 13'-10" 6(�18 6'-7" 5'-7" 6(q)18 2�-8' 3-0' " 8'-4" I'-0" 4@18 2'-4" 1'-0" — — 4@18 " 13-5' " 5a18 " 7'-0" 7'-11" 5@18 — 5-2" 4@18 " 36 " to " 20 22 1.33 1.37 128.3 148.15 532.0 205.5 51,320 221222 5 18+50 20+00 " 8' TO 9.50' " " " " " " 9'-II" " 5@18 8'-0" 6'-0" 8@18 5'-6"� 4-8" " i9'-II" " " 3-1d' " 5@18 2'-3" 1'-0' ❑ in, 6 20+00 24+50 " 9.50t 9-flit rt " n It u It i It " t rt 9-II It u u " u n " it " " " n u u " 24 1.42 168.0 639.0 75,600 0 2 785 7 24+50 24+83.4 ± 24.50' 9.50' TO 11.45 10 11 9 10 6 5@18 1.1o8" 14-I" 7(D18 7L10" 5-II" 7@ 18 ' 3-4" 3-3' 4@18 1I' 8" 1'-0" 5(ct�18 '1 4-8' 1'-0" 5(q)18 2'-3" 1'-0" 4@18 13'-5" 5(q�18 8-6" 6@18 5'-II" 4a18 36 4 28 1.48 180.8 49.9 6,038 BAR LENGTH VARIES o (MAX. LENGTH SHOWN) • (MIN. LENGTH SHOWN) TOTAL 2,058.0 253.100 o NUMBER OF BARS AVFRAC;Fn RFTWFFN VARYING, WAI I HPIr;HT ❑ PLACE ONE CONTINUOUS BAR THE FULL WIDTH OF THE CHANNEL T4 _Painl sur/rce with 1. 3 �2• i 8 Pre -molded l o thick coo/ of s Pre -molded osphol/ic filler I asphaltic point 2'' h''- os ho/tic tiller i� L ��—Walt or slob J / of covered Wall or slob a! sections open chonnel, sections W/2 Fence Post inserts. Sym. About 12" _ 1 2" CLR. j (TYP.) F11 I •'--- ADDITIONAL REBAR OVER M.W.D. LINE +_11FINAL PAY QUANTITIES" STRUCTURAL NOTES FOR R.C. CHANNEL SECTIONS 1. Exposed edges of concrete members, including at the joints, shall be rounded or beveled. Edges of invert slabs shall be formed. 2. Transverse construction joints in walls and slabs shall be in the same plane. Transverse construction joints shall be normal or radial to the It End or Cor. Post 3"nom. dia x 7'-10"Std.', galv pipe with golv cap Tension Bar 3/16" x 3/4" Min 12 go x I" Min at 16 Max 0. C 18" long, light weight metal insert (See note 9) 10' - 0" Maximum Spacing Typical Rail a Truss Panel 7 ga spring st I tension wire with 1 I go wire ties at 24'" 0 C r Note For corners, typical Rail 8i Truss Wire Panel to join Post in both directions -qv NO� CORRECTIONS v v. r ,. RESIDE:RESIDEWT ENGINEER DATE 10'-0" Max. Spacing 10'-011 Maximum Spacing 10'-0" Maximum Spacing _ Typical Rail 81 Truss Paned Typical Rail a Truss Panel �+- Typical Rail a Truss Panel Line Post Intermedote Post -line post 2'/2"nom dia x 7'-4"std 3"nom.dio.x7'-10"std_ gale, pipe with line post galv pipe with gaiv cap, to be installed at galv cap not more than 1000' intervals N 11/4"nom dia std g,tly pine rail r 1 1 I I go wire ties �•, (tyP.) at 12 0. C 0 q ti 3/e m Tension Rod with r o �' adjustable tightener a " I fittings (See note 7) go wire tees ►� �� r !' (total 6 each ,x \ 2 mesh,72 ��, post equally t chain Ink fabric 01.1�:. space d .) i Nt Top of Channel W.iII N Nt 1 12" long, light weight metal insert (See note 9) 18"long, light weight metal insert (See note 9) ti TYPICAL FENCE ELEVATION. Typical Rail a Truss Panel Intermediate Post 3 nom dia x7-10 std galy pipe with goly cap 2" mesh, 7?" chain link fobnc F Top of Channel Wall !8" long, light weight to metal insert (See note 9) IC' -T Maximum Spacing Typical Rail Bit Truss Panel 7 gu spring st; tension wire Line Post with Ilgo wire ties at 24''Ci.0 2 �z"nom dia x 7'-4"std gaiv Tension bar 4A ripe with gals cap 3/16" x 3i4:' Min d,a Sid ggly 1 Pe �> norr , ltr,oil ItYP ' 1 .� e,s'on hod 11t P ner 3� 8' > z • W,t 11 ad ,just `S}ee n9t e ? " & fittings ITr L I, tit W `sing, �igrt ee note 91 etai ,nserE lS TYPICAL FENCE ELEVATION ON SLOPE `yDical Rail 6 'ypico! Roll 6 'puss Panel Truss Panel 10' C" Max Spacing F,nd Post ?'nom dia x 7 g')Iv Tension Bar pe w!th poly F Intermediate Pos' 3'is" x 3/a; Min �s..x� ' rr, di-i-x7-10°" std goly "e �, 1 ;pet 6 c't Post pipe with ga!v cap , . 1 � st ; .3oly pipe ra,i t _ � ,� . � sear bier , g r,e:7tef +han 2 mesn, 72" l chain link fobr c v� y Note -. b•. � Tension Rod x ,�,e .. e,a0 w _ �. Where Panel spacing on slope with odustable t,ghterer exceeds 10'-0" instal 21'2"x7'-4l' ' a f stings (See note 7` std gale pipe Line Posts with galy caps and 12" :ong, light .weight metal inserts at equal intervals of 10'-0" or less f ,. c- Wa,I ,-,narinel TYPICAL FENCE ELEVATION AT HEADWALL. yP Rail Truss) Panel 4' -0 Typical Rail 8i _ ~Clear Opening Truss Panel Gate Post 2"nom.dia stcl 3" nom dia.x 7'- 10" stcl gals pipe for goly. pipe with gate frame Tension Bar [ iv: gale, cap 3/16" x 3/4" Min Cut Out for 1 /4" nom. dia std Chain a Lock galv pipe rail (tyP) - �;- Tension Bar 3/I6" x 3/4" Min 2" mesh, 72" chain link fabric Fasten gate s 04. +,6 �` � �, � Catch to post / -3/e 4 Tension Rod with adjustable tightener 81 fittings (See note 7 ) W =I�! Top of Channel Wall IS long light weight t / metal insert (See note 9) Tie fabric to top and bottom of frame with 3/e" o Tension Rod with adjustable ( II ga wire ties at 12"O.C. tightener a fittings (See note 7 ) TYPICAL WALK GATE Typical Rail a Clear Opening Varies 12'- 0" to 26'- 0" Typical Roil a Truss Panel �~ Truss Panel Gate Post 1 1/4" nom dia std gals pipe stiffener _ _ _ 4"nom. dia x 7' 1e stcl = 5/e" I$ Tension Rod with adjustable Tension- - Bar galy. pipe with tightener 8 fittings (See note 7) 3/I6" x 3/4" Min, I cap N 4 T 14"nom. dia. std. I ension Bar / _ T 116" x /4" Mina gals. pipe rail (typ.) 3/e" gTension Rod with adjustable —Cut -Out for ft 1 0 v tightener afi-stings (See note 7) Chain a Lock(typ.) 6'" 1 O ' 2 mesh,72 chain link fabric - i= 18" long, light weight- � ": Plunger Rod ! `\j metal insert (See note 9) . Catch 1 t 2"nom. dia. std. galv. Tie fabric to top and - 9 bottom of frame with pipe for gate frame 11 ga. wire ties at 12"O.C. T 7 > TYPICAL DOUBLE DRIVE GATE, IC' Oil Maximur, F Spacing ypicoi Rail a Truss Panel Headwall or Parapet Fence Post 3"nom. dia x 7'-10"std goly. pipe with gaiv cap I j4"nom d io std gale pipe N oil with I I go w,re ties at 2 G C Tension Bar 3/16" x 3I4" Min "' 2" mesh 72" chain Fink fence -c � - 12 go x l Min 7 ga. spring st! tension i-b o Where, >L icing exceeds IOi 0' — of 6" Max 6 C wire with f i ga.. wire I �; "assail• ,�..x 7, 4.�sta gale pipe ties at 24" 0: C. Line Posts with goly eye type Top of Headwall cap, 4 ;r toy; rail and 12`� long light weight metal Inserts, at or Parapet eut.J ntervals f 10'-d'or less j OFESS 1 ! ��y LN r f8" long, light weight meta! nserts'See note 91 W No23E52 - \ F0^fiyi �r TYPICAL -HEADWALL-1. FENCE IR..L.JDES Rr't �'AczaPE 7�j PIPE MATERIAL LIST Nominal Outside ns de Weight Diameter ! Diameter Diameter per Foot' (Inches) (Inches) (Inches) L.bs � E _ 11/4 1.660 1.380 2.2-7 ' 11/2 1.900 1.610 2.72 I 2 2 375 2067. 365 2 1/2 ; 2.875 2.469 579 3 ` 3 500 3.068 758 31/2 4.000 3.5148 9.11 4 4 500 4 026 10.79 6 6 625 6.065 18.97 1 8 8 625 7981 28.55 GENERAL NOTES I All Chain ,nk fence materials, fittings and 'installoticn shall conform to the latest edition of the 'Deo­_rtment of Tr'onsportation Stan=j Specifications, Section 80, �"Fences' and this Special Drawing. '. The fence `abric shall be placed on the outward facing side c •7e posts, _- retchea tau*, and secureiy fc,ten d, rless otherwise shown ­e plans. 3. The fence fabric shall be I I gage unless otherwise specified. 4. All gates shall open inward, except if otherwise noted in t1,e cpeciol provisions. 5. All gate hinges shall be heavy duty malleable iron or steel, Industrial service type 270 degree swing,' non -removable, of approved duality and design, and shall be fastened from. the inside 6 Secure galvanized cap to post with /,4 galvanized round head rivet. Adjustable tightener shall be turnbuckle or equivalent, having a o" minimum takeup - S. Dia,rneter of Line, Intermediate, o�ner, n t -Ind Cote Fcsts to be as shown this Special Drawing Light weiaht �taL inserts shall be sheet metal tubes with I. D 3/4" greater thou 0. D. pipe used. Posts are to be :;routed into inserts using neat ^rout of .I rt of -eme ;r^ 2 parts of water. 10. A}I bolted hardware items shall also be tack welded in such a mangler as to prevent removal by unauthorized individua•s. I I. All fence fabric shall have a 12" wide, horizontally painted stripe along the. center of the fabric -rhe paint shall be a reflective type orange or approved equal. After ferice fabric has been painted, a sample of said paint shall be given to the San Bernardino County Flood Control District, Operations Civision, along with the manufacturers name and paint specifications. 12. See Fence Summary on Drw 2 g No. i 6 CHAIN--LINKFEN`CE1______ (TYPE --L_ 6 = 72" FABRIC) W.O. F01040 REVISIONS SAN BERNARDINO COUNTY MARK DATE DESCRIPTION BY FLOOD CONTROL DISTRICT WEST CUCAMONGA CREEK SYSTEM WEST CUCAMONGA PROJECT ENGR. DRAWN BY: REVIEWED BY: CHANNEL R.R. N.A.F. G.M. SUBMITTED BY: f i — CHANNEL WALL FENCING CHIEF, ENGINEERING DIVISION ' RECOMMENDED BY: ASSIST. FLOOD CONTROL ENGINEER ( DATE SCALE FILE NO. DRWG. NO. APPROVED BY: / _ t x Irk' OCT. 1990 NOT TO SCALE 1-201-39 6 of 8 FLOOD CONTROL ENGINEER - I A J ti 3' 61 I 31 I 81 VAR. w a 1.5 : 1 1.5: 1 w STRAIGHT GRADE EARTH CL DITCH TO DRAIN. �oQ of (TYP.) MAX. p >� i V) w w> ° ' o CONSTRUCT Type G2 Drainage 0 � � Inlet per State Std. D73. T O P GRATE o f MINOR CONCRETE (MINOR STRUCTURE) (FINAL PAY QUANTITY = 4 C.Y.) 30`I g.C.P INLET F.C.D. R/W F.L. EL. 1089.00 — yTOE SLOPE Q �p Q TOP SLOPE /moo I br— E.P. LEVEE ROAD PLAN DRAINAGE INLET DETAIL NOT TO SCALE d5 0 N h H CONSTRUCT DRAINAGE INLET PER DETAIL ON THIS DRWG. F.C.D. R/W F.C.D. R/W w a; IT 0 + a O w + N d N a la- uj (n U w U. J cno I- V 00 OD N r 0 � G tj n E E.P E.P. tia 0. V Lo I N\ �W LID i N —, 13 N 24 — C.L. IMP — N N �'�+.........I,P' '�I& ' co -- --- --u: E.P.17 AL _ Q 0 ' _ F.C.D. R/W +�� aN, — N a N hQ Fa- til N _ cn 0 0 Of 0: m to 2 N CID J N _j U V F.C.D. R/W d It co 00 co m� N N V) Lo C.L. IMP. CURVE DATA, WEST CUCAMONGA CHANNEL, B.C. STA, E.C. STA.0 R L T 10+64.14 12+83.50 0 47 581 43 1 261.96 219.361 1 116.57 104.76.68 12+83.50 45014' 0911 261.961 206.821 109.14' EDGE OF PAVEMENT CURVE DATA: Q p R L T A 5042'4211 293.96' 29.30' 14.66' 8 142-49'39" 20.001 49.861 59.481 C 52024147" 40.00' 36.591 19.691 D 10 9049' I I11 5 0.0 0' 9 5.84' 71.17' E 90°00'0d' 10.001 15.71' 10.001 F 4500010011 60.00' 47.12' 24.85' G 2002412911 71.50' 25.47' 12.871 CORRECTIONS RESIDENT ENGINEER DATE Ilk �kQf Ssio.4,, N.0001'30"W. . •� III ,\ lid • III • III III ill III II I II I III II I III I III I III t—i D B L. 12' X 6' R.C.B. 11 25— _ — C.L. IMP 1� III _III h I• I III II III II •.1 III Nxd � `11W co III In c j + III N a � w (1) LA- 0 H D: U LLi 0 rri ILO W.O. F01040 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT C t.. GAT Ir I COMMUNICATION PLATE I SEE DETAIL 1, THIS SHEET ELEVAT ION 1/2"= 1'-0" G O N G I Q 0,0 Lp '--E ' t3 CGAU[tlLC"r STATION CONSTRIXTED TAGI 4' Y11IL�E GATE-�,�,�'' / I � OPPOSITE DIKUTICK X hIzo PLAN N �O 1/2n_ 1 _O . C. G. /Mi? W, cup, cH,�NNEG #4 @ /8 CFOTH I fADDIL Z - erg- ` n 3/¢ v - NOT- H 1 1 A>;3ov G afPNG. 1 C4-� S t o� S IZ- 1%5TALL.ED PIFFEAEWTYPE. I QF VWR 4i2'x41" Z[3U77 LOCK SET £ DEAD BOLT HINCie (TOT 3) - W/ LOCI{ GUANL) ' �. SEE DETAIL 3 , THIS SHEET. Ox -�- %2 "'0 K V" 04-6 K � i _ M�'CI-/ING" COG i �TYp) I y� m i TFAP 000N ; SEE L I SECTION t3, THIS SHEET — TOP OF CHANNEL, WALL I I 3'- O„ • C = /8 ' BOTH W/-�Y5 Ns inn "¢, ro7' 2 C • I 0' .m COMMUNICATON PLATE ��_ SEE OF -TAIL I, _ THIS SHEET N v ( COIY57', c,/T ' `• CHANNEL INVENT •,• •' �X7ENt� GHRNNEG /NVE/ZT o �. . �.' r�GINF INiO 014a0E 57;�?. �CHAe\1(V�L C y cc/r>rr� --- SECTION 1 / 2 "= I' -. 0" DNA N t( j4�1 Ft (GAt_v) STEEL, r1 r~ _ p < v 3 001-H W/-Y5 � ppT'L. 64NST. JT L � �4 TYP3. , Ol�6N 6nlo OF -- — ; --t "Zi L OC K 6 UArZ 0, THREAD TO �oGK G L4A R b. �@ t8 GortT" 0E- COMMUNICATOn ELEVATION SECTION G �D• N N LAI� @ OPT pLATf✓ � �A�� _, GOtVST �T ' SECTION DETAIL c 3 0 1/2„ = 1- 0�, 211= 1 1 —011 a(I �I-4-(` St N h 35 ✓ _ ^ -- v I • . N 1-Ic to =g-t�`tr✓ �/�G t�f�- - --I - - 314"x i'-T" x 3' 3" PLYWOOD TI?AP boon, -( H{NGES (TOT. 2) G" STt?At? 3%z" JOINT WITH 2'/6" STEEL LIFT tVAIC 5ET FLUSH. _ ;lV ./rl4 G/-I-GV. MI- CH/NC t30G7 (TYI?% 2 BOLTS EACH T �� � 4 E /S" �'I Yp.) SIDE TO HOLD 3/4 x IS"x 40" PLYWO. TABL6. YP� SECTION I/2" 0 " B 2 (, 8_-) -------------- �� t_p g U � t t••{ t7 c ON TA CiT Po l t-4 -F< -T-Y P ) I GALV STEEL FRAME 14',c F? .m TYj 6 I '/4 1 i FLusH W / CONG. CHANNEL- WALL 4d i r I LOCK STAPLE W/ m I I LOCK 6UAt2t0 _ t+` CHANNEL INVr_XT*C30LTS (TOT. 8) '-1/4" CLt? C6TWEEN PLATE ANV 1NV6 ?T c� 1/2" x I'-3" SLOT (TOl" 2) Gt?INb Ft?EE OF t3URNS. DETAIL I Ox NOTE: FON LOCK GUARD INFO IIf = 1 1-0 If -0'f S6E DETAIL 2, THIS SHEr;T COMMUNICATOR PLATE: %a" I- (6ALV.) STEEL, SET FLUSH WI ANGLE FRAME. 3" HINC6 - WELOC-0 TO PLATE AND FRAME ON Ll"T?gAM SIDE. (TOT. 3) CORRECTIONS Offssr�,�� RESIDE EN WEER,' DATE ' '4'il111 Y:M1.-rY.IY:'�:9�.1�...F'mY1%*"`axF-3.Ar.Yi3�@s'.i'Wt1."w9n.�e"�eh�tA'GaO"�amtis-.a1�.�4;'s.+HeWaz9Wk..4er•vtefm:- Md?v...rt+U':*±..nuRM�""tienn*'_aNFxs.'"'*'Nma^.xY.V.ti.M+wein'Ww..,n. 1WW1®.NR-...�.6351..Mwn"9aN:.+Y:s.�Tre:.ao-. 'rm.�-Lae.ab....•aiav@»tmmaF�W11R�+�1...:.xaMfxx"�.•ra 1 1/4" It (GALV.) STEEL. LOCK UUAN D. TYp 14 1 �v I Z 5(_OT IN COMM, N c I O p PLATE FOtZ LOCK STAPLE. Ns I oa 1 w lz ! D OPEN END OF w LOCK GUA12 D 4" :. _..__.r-...�.�...,..-mot ELEVATION SECTION 3 DETAIL Y 2 0 ROTATE GRUGIR STA. iSD` 2,�=1,_�, 0 N' IMSTALL DIFFERENT DDIJR _- Rump, DIMEN3i41+t5 _ REYI,?- W= FRAME- _ ...__ _ -_. W.O. F01040 REVISIONS SAN BERNARDINOPT' k MARK F* DATE DESCRIPTION BY FLOOD CONTROL IG,"..�, I qZ ADD COMM. PLATE WEST CUCAMONGA CREEK SYSTEM I Q ADD TRAP DOOR { REV'D. DIMENSIONS 9 WEST CUCAMONGA OX l Q? ADD LOCK GUARD .......... PROJECT ENOR. DRAWN BY: DESIGNED BY: CHANNEL R.R. G.M./N.ArF •. SUBMITTED 8Y: ~.�. .... GAUGE STATION DETAILS RECOMMENDED BY: DATE SC E . E NO APOROVED RY: s + i 'VN { - 3" Of (OCT. 1913 ,. x --, , w _ ..wa aw.c...ar Yaa'. �ersvra.w-ea-a.�n. .,w+•+,vmaleeeswmMs. - tes'.+a.++. ^+'+*a`-waw aw .