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1-201-26
PROD. NO* It SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT PLANS FOR CONSTRUCTION OF WEST CUCAMONGA CHANNEL ONTARIO, CALIFORNIA WS -CALIF. - 4134 CONTRACT NO, F.C. 7201 DRAWING INDEX West Cucamonga Channel: Sheet No. I Title ' Sheet " 2 Plan & Profile (Sta. 63+00 to Sta. 74+19+) " 3 11 ( " 52+00 " " 6 3+00) 4 11 11 ( �� 40+00 1 11 5 2+00) If If 5 11 " ( " 28t00 " " 40+00) " " 6 11 11 16+00 1f i1 28+00) If " 7 if If 4+00 " it 16+00) 11 11 8. 11 0+00 11 11 4+00) Francis St. Storm Drain: Sheet No. 9 Plan & Profile (Sto. 0+00 to Sta. 10+00) 11 11 10 If it 10+00 11 11 19+00) If 11 11 11 ( 11 19+00 11 28+00) West Cucamonga Channel: Sheet No. 12 Transition, Removable Fence & Fence Post Details 11 11 13 Pedestrian Bridge Details of 11 14 Concrete Ramp & 30" C.M.P. Side Drain Details 11 15 Side Inlets at Sta. 20+70.05 & Sta.47+54.37 16 Plan Francis St. Culvert and Transitions 17 Francis St. Culvert & Transition Details and Typical Structural Sections for Transition at Sta.73+79 18 15" Sewer Line Relocation Details �' 11 19 Basin Inlet Transition - Plan, Elevation & Section 20 Basin Inlet Transition - Sections r " " 21 Basin Inlet Transition - Sections 22 Basin Inlet Transition - Retaining Wall Details 23 Basin Inlet Transition - 4811 R.C.P. Side Inlet Details, Wol 1 Corner Detail & Weephole Details 24 Basin Inlet Transition -Sub -drain System Details Francis St. Storm Drain: Sheet No. 25 Enlarged Plan of Parco and Grove Avenues 26 ,Junction Structure No. I & Support Block Detail 27 Junction Structure No.2 & Transition Manhole Structure " 28 Manhole Structure & Inlet Details 11 29 V.C.P. Sewer Line Relocation LEGEND Existing R/W -- Existing Trees Existing Improvements Sewer Manhole (M.H.) O Proposed`, Improvements Power Pole (P. P.) -0- Water. Line w w Pole with Down Guy O—D Sewer Line s s Water Valve (W.V.) Gas Line G G Fire Hydrant (F. H.) O Existing Fencing 0 Water Meter (W. M.) 1:1 Proposed Fencing x x x -- x i 0 �o �U 39 s tic sgti tiq T�, SAN BEr(NARDINO 22 mi. ORCHARD AVE. \`\,�R I� �Fwgr II �I-10I w > CITY OF ONTARIO a HOLT — -_ - _— S.P R.R. .--T- STAT Ea ST. O�TAR/0 MISSION BLVD. DESSAU ST BLV D. 2 N 3 W Q C9 = v a z Q z i PRE BID JOB z v m v m SHOWING u2 0 U a D v FRANCIS FRANCIS ST S D. w 3 2fROJE PHILA kLPHIA IL (� ONTARIO INTERNATIONAL AIRPORT r� cy gNNF c W W lU Ri F Q Q ST 0 0 cr J Cr W Q a W z m U m > Q ELY BASINS r PROJECT LOCATION MAP GENERAL NOTES I. See Special Provisions for additional construction information, details and traffic control. 2. Protect all utilities, poles, signs and existing improvements in place unless otherwise directed by the engineer or noted on these plans. Where relocation of these utilities are required, the contractor shall co-ordinate construction as necessary and as approved by the engineer. 3. All structures shall be Class "A11 concrete, fIc=3,000 psi unless otherwise noted. 4. All reinforcing bars shall be intermediate grade fs = 20,000 psi (fy = 40,000 psi) and shall be deformed in accordance with the latest revision of A.S.T.M. designation A-305. 5. Embedment clearance is to outside of main reinforcement and unless otherwise noted shall be 2" where concrete is poured against forms and 3" where concrete is poured against earth. 6. Reinforcing bars shall be spliced only where shown or where approved by the engineer. Where reinforcement bar splices occur, they shall have a minimum 24 d'ia. lap, unless otherwise noted or approved by the engineer. 7. The clearance between face of concrete and reinforcing steel shall be measured from the face of the concrete to the nearest outside edge of the reinforcing steel. Clearance tolerance shall not be greater than 1/411. 8. These plans depict all active utilities known by the district to exist at this time except individual private services. 9. Pipes at structures shall be trimmed to final shape and length before concrete is poured. 10. See Standard Plat 165 and 165A for construction joint details. 1 I. All bar bends and hooks shall conform to the AC I's (318-63) 'Building Code Requirement for Reinforced Concrete" -Section 801. REFERENCES Basis of Bearings: (N 0° 57' 28"E) (L Walker Channel as per F. C. D. R/W Map 1-201-2 Bench Marks: Chiseled 'Y' on well outlet pipe at tin shed, So. side W. Cuc. Channel and 800' S. E. intersection Walker Channel and Mission Blvd. El. 916.10 R.R. Spike W. side Walker Channel in P.P. 749042E at Walker Channel and Acacia Street, Elev. 899.07. Chiseled square in east end curb return at northeast corner of Grove Ave. and Francis St., Elev. 869.39. Field Books: 563, 610 / — 2 Q / 2Ci / R/W Maps: 1-201-2 f Standard Plats:147,148A,150,151B,165,165A,168,169A,170,170B,175,175A,175D,176,176B,177,182,192D, 194,197, 200,206—City of Ontario: 5,13,AD 87 SD-2,Sht.1 &2—L.A.C.F.C.D, 2-D232 - Y PROJECT No, WS-CALIF.-434 CONTRACT No. 7POI Sht. I of c) r 7T, . ...... . .... .... 4- 74+00 73 72 71 70 69 68 67 63+_OO____ 66 65 64 BEGINNING OF CONTRACT No. 7201 401 -��' Existing isting triple (WEST CUCAMONGA CHANNEL) jq!-g STA. 74 +19 + 6_6 R.C.B. Culvert (Protect in place ' ) a -C� FC.D. R/W �,j� ro N <' Top of es'Kigh cv)otn )Inkot PC.D. R/W 1;� levee A I fence PC— S.P. 1-5iB, t Improvement j-1 typ.00tnsideb) TOP 0� _ a 15't 5�mm. about <L Compacted -- 10 levee mprovement emban'�_rneni / Natural �. 3, 17-NI'da, ---INSTALL Removable -F"�-ncoa �u t y 1;) 1 N STALL -3/4 qa I v. round 1-7e_16p,1XY7C- COIX161101-t-- sect'ion (See sht. 12 for detcx'ils steel steps per S.R 147 -P/P?/�Ow Co. and location) 1119� (tota I G) r1n it No, P- 17,7017 "INSTALL Removable -Strict,-kral 2 mb a r) rn e nt eke, (.)/ 2" thick A.C.Qd\ fence section (See sht. _71.111 "_z pavement ttypicai not sides) 12 for deta*i Is and e M _9� `-REMOVE and WASTE Existinglocation) Vk THICKEN Lined channel x 7' 71 VV Revetment to cx deptb Zt Wall 9" x at step 0- 0 below profile grade CONSTRUCT Concrete 0 qs f I locotion 0 See S-R 192 D for (t9picall both st'%des) transition (See sht. channel lining C_j I I ---INSTALL 6' high chain link fence (t_ Imp. Curve DQtcx 12 and 17- for detcx'ils) 'It details. TYPICAL CHANNEL SECTION 0 next to top of lined channel wQ11s. 16 x 680 20'05" _61 5ee S.R 1E)ED r (LOOKING UPSTREAM) 0 PLACE fence fabric with I-xiuckled R 500.00' channel lininc3 details STA. 63+00 TO STA. 65+00 100, finish on top edge. (See typ'tcal T 3 39.B 8' 1 10, this L S96--33' Channel sections is sht. and So I e 0 e,(<\- bP ht. 1 for deto.* ls) _j CHANNEL WALL STEP DETAIL 0-- 1/4 1 0 to .0-00 0 CONSTRUCT' 6' wide A.C. paved Top of ecLs'+ Lined 1-00 POW road- (See. typical channel chonnel wall (See 000, orafile this sl,t) SeCTIOnS on -T i s s CONSTRUCT Lined channel (See typical channel 5eclhon,; on this is 5ht.) F'.C.D. Q/W t l,mprovement 0 40, 40' 0 OPP - ------- 77� 221-t Varies Topof west 161 hIqh cho;n link Top of west- lined levqe 'fence per SP 151 B L._ _12 FC.D. R/W charilnel wall (See sides } le this sht.) 9, Ct _P Topof east Natural z levee- c3round INSTALL Removable fence 0 'section (See sht. I E for details 2" thick A.C.Di pavement and loccif ion) 54'ructural embankment (t�p.) REMOVE and WASTE Ex'i,stinq *'\Jbr'ies 9-V to lo'-O" from -7- R�W Revetment to o, depth Sta. 65+00 to Sta.(46 (6t 50 -.0 Varies 10'* V to 8'-Go!' from below profile grade Sta. 71+50 to Sta. 73+79 (Typ. both sides} Pi A' • TYPICAL CHANNEL SECTION."'See S.P. 1192D for Channel (LOOKING UPSTREAM) I;ninc) details. STA. 65+00 TO, STA. 73+79 Ill lot 10/70 DIETERICH-POST CLEARPRINT 1820 A- 4 A Standard Plats : 147 2 _ i 516 113 -", L-) R E V I S 10 N S SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT MARK DATE DESCRIPTION BY: 3-7-73 AS BUILT jW'S.&' WEST CUCAMONGA CREEK SYSTEM WEST CUCAMONGA CHANNEL PLAN & PROFILE STA. 63 +00 TO STA 74t 19 I)ESIGNED BY: J.M.Y. DRAWN BY: jk�n!1./C.B. CHECKED BY: S M R 'A/v4-(jjF KECOMME DE HI DIVISION DATE 5-'2-72 SCALE 1 AS SHOWN FILE NO. 1- 201 -P-6 DRWG NO. 2 of 21 1- P_PP5,'0VED BY of I ' FR PROJECT No, WS-CALIF-434 CONTRACT No.y 7 S' h t of "C' -- - ._ . ��.___. �. _,._ _ .. _ :... . f P-16 40+00 } I .__.__.... , _ _ _ �_ _ - I ? j - �- 39 38 37 36 TWA 35 I 34 28+00 CONSTRUCT A.C. paved levee N - CONSTRUCT Lined chQnne.I ",,CONSTRUCT apron at Sta. 32 + 50 See (See typical Chcxnnel section - F2EMOVE WASTE Existing 5ht. 4- for details) �-- IN5TALL G' high chain link fence on this sht.) �' 10" Stl. watevw line within j � INSTALL Removable fence 5ecfion tnl next to top of lined charnel walls - __ F;C.D_ P/W � PLUG pipe �t 1 (5ee sht. 12 for details and location) m PLACE Fence fabric with i FC.D. R/W per 5 P. 17ra t To of lined chonnEl 3 Track fence knuckled finish on top edge Exisfii ng Race Track fence p Existing Rose r ck fen (See typical channel section on i (Protect in place) 12 for details) I REMOVE WASTE Existing (Protect in plac`�` o -o--- 0 this sht. and sht. • I 3 i concrete bottom control I FC.D. R/W - Top of east levee -- / O 0 ==PTop of east levee —^_—_ _-- _ __ _ 1 ,_ _ . o _00 p 0 - . _ r _ t o cU - - d + p + - m / ( 7cp of West levee-; Uj °° To of west levee — — z W P _ — — — — 7, 39` FC D R/ W _ _2 F.C.D. R/W � Varies 57 to 5 — __--------- - J ------ -- - 19'- 9„ Top of east Top of Iined __ _ J CONSTRUCT 8' wide A.C. 7INSTALL Removable fence Tnp of west levee-, \/aries �` 19'-9' _ l�ve� = section (See sht. I2 for INSTALL Channel wall 1 ground � ern channel v paved road ( See typical details and location) + Naturca gr d' _ t _ - Natural Q r channel section on steps at Sta, 34 00 tom.— — — ee sht. 2 for Vie.+ails `-_ I tct around Q this shf.) C5 — ) `. L1.5: I - �S I t.s:1 STA. 37+ 50 TO STA. 48+36.37 1 3b-9 F.0 D. R/W F.C.D. R/W - t Improvement - - See profile on F C. D. R/W + _� `� sht 4 for Ex sting c' water line to be STA. 27+50 TO STA. 37 50-- ent y approx, depth of / salvaged b- ity of Ontario z th►ck A.C. pavem _ e' a' 6' high chain Ilnk ne fence per S.P 151 Bexigtng water line Natural 9round I �e Existing 8 wafer line !s. (typ. bo+h s,cies) I I Standard Plats: 15151 17� 3 4 19,2 D 4 1 REVISIONS SAN BERNARDINO COUNTY c. o'' we t levee ~1k STA 26+00 TO STA. 27+50 12 F Y: D CONTROL DISTRICT �� �� p t2 To of east -� 45 el bow ��� Q�°-- � 8 levee ' Nc�tura I MARK DATE DESCRIPTION B FLOOD =--- — — -- Q, Naturai I - -i..i reed chQ nnel -`9 round '� (ground WEST CUCAMONGA CREEK SYSTEM Note s : 9 8" dater Iine to be- 45' elbow 1 ►n retractor shad be res onsible - I. The. co p t,5 t i I relocated by City — WEST CUCAMONGA CHANNEL for only the earthwork of the pipe ►.5=! !s� _ o �. ! of Ontario :See notes) re.locotion. NI 25 z5 2. Contractor shall co-ordinate work �� Q --- - PLAN 81 PROFILE ---- ..-� - - ----- -� truCtural embankment (typ.) ao �_ ; Q o� --- with the City of Ontario. See S.F? 192 D for channel REMOVE � WASTE EXISt. DESIGNED BY: DRAWN BY: CHECKED BY: R W revefrnent to a r .7� ?'- .� l i rel rc deter i 1r� J.M.Y. W. .G./ C.B. S M.R./MCE STA. 28+00 TO STA. 40+00 8 WATER LINE RELOCATION RECOMMENDED By: depth 2 below profile TYPICAL CHANNEL SECTION (STA. 4 8 + 18 f) � rode (t k?�ti1 51 des) DATE SCALE FILE N0. DRWG N0. yP STA. 22+ 82.22 TO STA. 26+00 j APPROVED BY' NO SCALE (LOOKING,UPSTREAM)II` = 101 0'' 4.j�... _ s-2-72 As SHOWN 1-201-Zs 5 of 21 FL CONTROL E�11. NE i PROJECT No. WS-CALIF-434 CONTRACT No. 7201 Sht. of 10/70 04ETERICH-POST CLEARPRINT 1020 i r R r 50' S0' CONSTRUCT Lined channel - �----REMOVE and WASTE Ex'istinc) N (See typical channel section concrete Culvert, Win ii�ce c fs on eht. 5) , and Cu+-off wails as dicted INSTALL 6' high chain link fence INSTALL 6' high chain link fence v by the engineer. next to top of lined channel walls. next to to of lined channel walls Ex+st;nc3 fences ---� I� �' PLACE Fence foabric with knuckled- - CONSTRUCT A.C. paved PLACE P ce fabr►c with knuckled (Protect in ptnce) ��; CONSTRUCT Double 15' x 8' R.0 B. fn+ h on toptied9e. �t ee t pica In levee apron at Sta. 2�ot5S fln+sh on top edge See typical REMOVE carid SALVAGE and Trons►t ons See sht. channel section on this s t. and P I G for en lcar ed Ian and sht. s ht. 12 r iG for add ►bona l i CONSTRUCT Lined Channel Channel section on sht. 5 and � � � P PLACE edge of apron Existing fence o;rid date 3 17 for detcai�s details I (See typical channel secf�ion 3 level with top of Channel sht. 12 and 16 for additional ' within FC.D R/W �' on this Sht. L (See sht. 4- fde or fies+ I s) deto i 1 s ) t p INSTALL. Removable fence 1�i I •n R Tro i �� I i � � CONSTRUCT Side 'r1Fit a I Existing ace ck fence sec +on (See sht 12 for Stca 20 70.05 (See sht. CONSTRUCT Concrete ramp To of lined channel v Top of lined channel P p ) II IS 16 for details) (See Sht. 14 for details) P v� � �� ro1-ect in Lace i detoil5 and location � ---- - -. -o- - cr- -- a ---------o--o-----rt _o- _ o _ o- 0 o- - _ - <o- FC.D. R f W F C. D. R/ `J`J y Top of east levee 0 4- Top of eastlevee Rnn,Pao i _ N r o Q + improverrient - + + m-�--- . , + ` + _O -- _ Improvement 1- _ (S 000 57' 2 W) n .. , : (S 00� 5�'2�" W - - Zr O w Z (� -�--- - r - Top of west levee -7r °° --n'�. �R'_. `" F.C.D. R/W 12 ---- p west Q _ _ �=- _ To of levee = INSTALL R e -novo � l e i ;' CONSTRUCT 8' wide A.0 ti 0 U fence section (See INSTALL Channel wca11 PP i?7361$E 1 I -moo. +1 paved road (See fiyp. (1D p �,O channel erect n cr; sht. 5) `n _ - O i" sht. 12 for detai iS Ste s nt S+a. 25 + C (To be relocated ,} O R_ aoo'± W b others 5' ' R-ao_ - 0o Z and location � . FC.D. R/W (See- sht Z for detai Is) y__ 82' 44' _ J C.D. RIW F. REMOVE and WASTE Existing aNatural ground �, v' 3 INSTALL Removable fence Section FC.D. R W U R W revefirnent to a depth 3 Im N (See sht. Ia fordetails � locat'►on) � � oelow finished grade Top of west P To of east ; `� CONSTRUCT S' wide A.C. paved + levee �` , INSTALL GCo" R.0 P (see sht. INSTALL Channel wall road (See t pica' cr)ant el Q �Ta. 15+00 L to Sta. 21-,6U_ levee - 01m �, ste + y— 8, _ I / - �, I� 0;0 9 for details) p5 at Sta. 19 OCR section on this 5k--t ) N �°�� I LL a, �� (See sht. 2 for detai(s) BEGIN 800 *reversed Curves 5'+- - is:� 1.5A I c� ,I ��Z CONSTRUCT 15't 8" A.C. berm per S.P. 194 at Sta. I$+2-7* Varies 8' , 2-0' �5:, " 1 6'high chain link 1 (MATCH Existing A.C. berm grade fence per S.P 151 B _. STA. 15+00 TO STA. 21+18 2 c,'_° { (typ both sides) 8" water Ilne to be --- � Zmprovernent j� � — - i°�; -_ _ _ relocated by City of Existing 8" water line i �- _ Ontario (See details See profile th►s to be saivaiged by i i is i- I-ro tot' i.s.i 1'i Sh-t. fora rox. Cit of Ontario. Exist,in 8" water line - / �` f this sht.) depth of ex sting `i 9 To of vement Standard Plats 151 B 192 D 4 194 I ! Varies (See plan) 8' Top of west , s.� � � 12" p pa water line. Double 15 x 8 R.C.B. _ _ _ Levee _ 12� STA, 9+50 TO STA. 15+00 ' To of east . >:R EV I S 10 N S SAN BERNARDINO COUNTY Not u rat 1 ground I levee Natural around - — -'�� \�, �� — — — o MARK DATE f DESCRIPTION BY: FLOOD CONTROL DISTRICT 45 elbow i�O \ p� / 1 3-7-73 A5 BUILT Xs.G. - - WEST CUCAMONGA CREEK SYSTEM L / 1 1 �- 2" thick A.C. pavm't \-Existing eucalyptus i9 a ��Q \o;` =-- REMOVE and WASTE Exist in9 trees (Protect ►n plvice) !s.� 00 jooar� R �, W revetment to o. depth Z' WEST CUCAMONGA CHANNEL Structural embankment of below profile grade (typical 8" water line to be 45�elbow Notes (t pical both sides) relocated bg City 1 ____._ __ PLAN 81 PROFILE 0 y ) r $ 8� See S.P 1920 for channel of Ontario � _�' 20' I. The contractor shall be - -- Construction joint (ty�) i►ninc� details �- - -- - - _ - res onsible for onl the 1 P y DESIGNED BY: DRAWN BY: CHECKED BY: Sta, i?+50 to St4. 21+18 TYPICAL CHANNEL SECTION „ earthwork of the pipe JMY_ Q.L.H./C.B. S.M.R./W_a STA. 16+00 TO STA. 28+0p (LOOKING UPSTREAM) 8 WATER LINE RELOCATION relocation. <�C�MMENDED B v.1. -LEGEiJD; + 2. The contractor Sha I I x ,E , c1hEE� rz,, DATE SCALE FILE N0. DRWG N0. STA. 8+82 TO STA. 9+50 STA. 21+88t co-ordinate wor►< with _ I - 10 Southern California Edson (S.C.t.) 1 10 AP RovED BY! , i City. of Ontario I "_ - 5-2-72 AS SHOWN 1-201-26 6 of 21 F O CGNTRUL f.N%tN EER . ` 10/70 DIETERICH-POST CIEARPRINT 102D PROJECT No. WS-CALi` —434 CONTRACT No. 7201 Sht. 6 of Lc �.. 16+00 ,,�IUSTALL Plernovnble fence section (see f)ht" IR for defnils L 0 0 �n LO 2 _j F. 6. .... .. ... .... . ...... . ..... . ... .......... . ...... .. ... .. . ......... .... ------- --- .. .. ........ . . ......... J 15 14 N REMOVE 4 WASTE: Sewer BL3-Pckss (See Shy. 18 f(:)r — . ..... . .... . . ......... :d, ......... . ... . .... .... �'7 ...... . ... A f —4- -4—.- .... .. ... ... ....... ._7 : =.111 Z ........ ... . I . ......... ........ ------ ..... . ... . . ......... —4=1 ......... . .. ......... ..... ...... . . . ....... .... . ....... . ........ . ... . . . . . . ..... ..... . . . ...... ........ .... .... ............ . .... . .. ...... . . . ........ .... I . . ....... .. ........ : ....... .. . . ....... .... . ...... . ...... ........ .. . . ... ..... ......... . 860 ... ....... . . .... .. . .... -7 ... . . . ..... ...... ..... ... ------ . . .. ....... 4 ..... .. . . .. ......... - I JK15TALL to' high chain link fence nexi to top of lined channel walls. PLACE fabric with k-muckleci C finish an top edge (5ce typical chonnel Gaction on sht. G , 8 4 this sht. 5 e e- . ......... ........... . ... ........... ..... . ..... . . . . .. ............. .... ...... .. 4E. ...... ..... . .. . ... ..... . ... . .......... _4 .. . . ...... r_r . . .......... . ..... . ........ .... . ... . . .. ....... .......... . . . ......... ...... . ......... ..... -4 .......... . .... 7� .... ....... . ........ .... . . ..... ...... ........... . . . . . . . . 10, 9 __ /,\ k I I-- -r 0 1 1 /- 'r I -. - - ,I - k - - tM - I onci loccltlon\ COUST2UCT''8" wide A.C, 1 2 5 1(,,, 2_6-9,, —C high choln. tink- F.C.,C). iZ1'\'V Paved rocid (See typicol chonnrl P secfioln on sht.' fat ) EKID 800't fence- per,- S.P 151 E� L. 7 To p a f s t reversed curves 0i Sic. '10+00t (i9p. boilh,sides) 7' Ito Top of west levee ins,talfed by Cliq of Oniario (5ee this sht for detoils) t_Existing 5" Waie'r Line, (L Improvement 7-1211 *19 12- of t To f, of e asf I e V e e U of u ro I f,�JtLwci�t cocurci- ground LAN Pro _T40 filet Z" thick A.C. pavement thickprofs ie grad el MOTES: c) ro REMOVE WASTE Cxi:sftn9 '41 2 4 VV revertm en+ to a depth I. The Contractor shall be, Lined - Strixtural Embonte_men+ Z' below profile 9 ro d e- (+goical responsible for only the channel in both sides) earthwork of the pipe P 5ee S. P. 19?_ D for el 2. Con+ rador skill co-ordinate work Wjih 09 afOniairio TYPICAL CHANNEL SECTION 8" WATER LINE INSTALLATION (LOOKING UPSTREAM) STA.7+00 TO.STA. 8+82.69 Sunki5t Orctnqe Gr-owerg (S.C.C-1.) STA, 9+08± 11 11 = 10, NO SCALE TFRJrW_P0qT tIFARPRINT InM 7 6 C0k15TQLJC7 8' wide A.C. puvecl rorxcl (See typical channel section this sht. and On SM, 8 1 Of 5 Imp. Curve Doin Z 3 3' 41 T = 141. 60 2,' K L NA V V L I VVAZ� I L existing evergreen trees as required for construction 4tOO 5teindard PIC1+5t 151 B, 192-3 200 REVISIONS SAN BERNARDINO COUNTY 45' e ( b L) w MARK DATE DESCRIPTION BY: FLOOD CONTROL DISTRICT A 3-8-73 AS Bul L-7r iw.s. WEST CUCAMO'NGA CREEK SYSTEM -8" W citer Line to be Insiolled by City Of On+orlo (See nores) WEST CUCAMONGA CHANNEL PLAN & PROFILE DESIGNED DRAWN BY: CHECKED BY: i MYK.Q_G_/C.B. S.M.R /Vaz STA.4+00 TO STA, 16+00 RECOMMENDE') BY Z�j, ,IGINEERING D1 �s 1) DATE SCALE FILE NO. DRWG NO. APPROVED 8Y: 0 CONTROL E IN AS SHOWN .1-201-26 7 of 21 -7201 Shy. 7 f LIX 4 PROJE(.'.T No. WS-CALIF-434 CONTRACT No. A -A . ... ....... .... --- - --------- . . ... ....... + LL .......... .......... 777 ............ ....... ... . . . . . .......... .. ....... . ........ . ..... . . . ......... .... . ..... -4- ...... . . ..... `� -r— j F -- -- - ........ . . . .. .. . . . ...... ... ............ 4+00 3 IN5TALL G' high chain I ink fence rnext to top of lined channel walls PLACE Fence -fobric with CONSTRUCT Lined chanrtel--, q knuckled finish on top edge. (See typical channel section +1 (See, typical channel section -This sht 4 sht. IZ for 4 I on on this sht, ) '0 d� itional de+ctils) Q F.C.D. R/W� add -T INSTALL IG' double drive L gate per S. 151 B and as -Top of east direc+ed bg the en<?inear levee CONSTRUCT Basin Inlef Transition (See sht 15 1 20,221 22 23 4 24 for _details ). 1. .0mI + :g L + - L. . . ........ . ...... C-7 --Top of vyes:t levee-,—, .. ... ... .. . r :'I, 7 7 ra n 10 - 5 k. INSTALL IG' doable--- END Comp. emb, drive date at Sta, 3 + aET -per S. P 151 B Area and as direr fad bdirected bhe y the enckinaer engineer CONSTRUCT 8' wide A.C. paved road (See- 4cr AV 't typical chonne-1 section iL, N this 5ht.) Q*ifl Al Q CONSTRUCT 15' wide* access rar,�p with 8'� IN5TALL :390,± of ro' high 'Wide A.C. Paved r 6 as Chain link -fence along shown and as directed edge of basin levee per by the ena' S.F 151 B as shown and as directed by the- engineer - CONSTRUCT 15' wide__�_ levee romp as shcwn and Qs directed by the engineer LAN --I . . ......... ...... .. .. . ......... ------ —t— .......... F- -4 . ........... . . ......... 4 -4 ...... ........ ....... . .. I _ 1. , # , , 0+00 -Varies _(see Plan) END OF CONTRACT No. 7201-1 4 Cj 44' F. C. 0, R/W C.D.` / D. . STA. 0+00 (WEST CUCAMONGA CHANNEL) F81 7' Varies Varies Ar (See Plan) Existing 6' high chain Existing ever trees Top of West (See Flon !ink fence (Protect in place) (Protect in pIckc-e-) I e vee GRADE to meet existNatnIra - oar, P basin levee as directed rou-d by the engine-er STA. 6+00 TO STA. 7+00 Existing. rock revetmenti I Outlet pad Varies (See Plan) Varies Vo r I e s a. Yorie e- I?_' (See Plan) (See- Plan) REMOVE Existing grouted rock- revertmen� 0S necessary for construction of basin inlet transition REPLACE Grouted rock revertme n+ in f ron+ of Noturol A.. I- *. A ground } .. i ..Varies (See Plan) F.C.U. R/W F C, D. R/W Z. Top of east levee Natural ground G' high chain link fence per S.P.1516 (typical bo+h sides) Compacted, —Top of east levee embankmentc)CL r) jInit:; IrcL si to" In 1� Excess rock in front of W A (n C+- Noturol 'cjround -mant pad existin4� grouted roc.�-_ re_,4eri2" thick A.C. pavement V W Improvement F ,--REMOVE WASTE Existing DUMP Ey + 0 R 4 W reveimerif to a depth aroa 1-71 Structural Zbe-low prof i le grade embankment 1 81 1 8, see S.P. 1920 for (typical both Sides) -1 1 i ning details (typical) charme F B. 6102 page 34) Or PL CE Compacted embankment along edge of existing basin levee as shown and as directed by TYPICAL CHANNEL SECTION (LOOKING UPSTREAM) STA.2+50 TO STA.6t00 I"= 10 1 (L Improvernent 14' 14, 301 The engineer (Mal 1110 Natural 'Existfng 30".C.M.F. -Existing 30" C M-P Natural same elevation as existing 0 ,levee top ground ��p of West levee Top of east levee ground C* 7(-:) 4 1- �B UI RELOCATE Existing �- 1 t_ RELOCATE Existing / �h 30 C. o-5 shown So" C. M!P. as s - hown 9 731 and as directed d I re cted by the engineer - ineer ---CONNECT Existing 30' b� the � engineer C,M.P,s to lined channel -'D 2,00 0 REMOVE I WASTE pe r 5, P 200 Standard Plats: 15113,1 z' 60 10 Existing concrete R E V I S 10 N S SAN BERNARDINO COUNTY Sid C,ts/Of' E FLOOD CONTROL DISTRICT headwall (f9pical DESCRIPTION BY: MARK V /17 both pipes) 3-8-731 AS BUILT :W.S. IKJSTALL 010e /'79 AN WEST CUCAMONGA CREEK SYSTEM double drive gore ``� 30" C.M.P. CONNECTION DETAIL per S.P. 151B anck cxs WEST CUCAMONGA CHANNEL (LOOKING UPSTREAM) cjire 11 = -ri-ed by the, engkrieer 1 10, 1"5TALL Endpo5i as direrct e cdI CONSTRUCT VA.C. Road by the engineer to philadelphict St Existing trees Existing fence (Fro+ect in, place) (Pra+ect in place) 10170 DIETERICH-POST CLEARPRINT 1"0 301 PLAN & PROFILE DESIGNED BY: DRAWN BY: CHECKED BY: J.M.Y. W G./C.B. S. M. R. / _M 02- STA. 0+00 TO STA. 4+00 RECOMMENDED By>' NO. APFRCNED - BY' H iW DATE SCALE FILE NO. DRWG f 1 5-2-72 AS SHOWN I- ?-Of -26 of 21 D C�TfiOL ENGIN R PROJECT No, WS-CALIF-434 CONTRACT No. 7201 Sht. of ? PROJECT No. WS-CALIF-434 CONTRACT No. -72 GI Sht. I? of 29 V Ki OTE: Steel pipe handrail may be fabricated in more. .,,.- A-. Improvement than one piece. •- (MEET Paved Service Qoad) NSTALL 3" 4 Std. g° Iv steel pipe with std. poly. cap with welded joints, hot dipped after fabrication (typic4II IUSTA,LL 3" At Sid galy steel pipe with welded joints, Top of paved hot dipped after rood fabriccition (i•ypical) �'_ Q omR 11-ZI/411 high chain link Z'-7 Symm, about t- ---- — fabric on outsidepedestrian bridge '-ItVi" face of handrail PLACE fence fabric with knuckled 1 3" 4 Std. galy. finish on top edge I steel i e Symm. about C pedestrian bridge i P p I 3" � Std. galy. I 2" 41 Std. galy. Tack weld- steel pipe , - - steel pipe '; nut ;� 'Vz x 6'iz' carho ge I Ilia" II'iz" 5V53.4 - bait with hex 3""12" Planking �j "r`--' 2"x8" (545) nu+ E washer (545) (tot. 5) 1 4„ n �„ z1 r z,,Z„ 1 kickboard �3"x12" Planking #4 bars /?�'IG\&F3to 53�a ' i °` __ i I I i I i 11 (545) (tot. 5) @ 12" O-C.G' iQSTALL V+x Ib" Std. o� Wit' „r,� I + „X goly. anchor bolts with I I I ► 6 6 Timber - - Tack weld nuts ( ,I ,� ;� �; I� hex nuts washers 1 i I beam ► x 6'ii" carriage i I 'd bars (tot8) 4 tack weld nuts bobs with hex I I 9 C 15.0 Steel 12 0. C. L„ _ r-- r r-- 'O�" - _ _ Ramp - _ nuts I washers i ° ° channel beam ��' 411 '� I; �-4" N iii�ii� ► 1 I 16VtiF 36 II �.. �i�� (tot. ach r Q 11 1 ! I I I ' F — — ..._ — _ 2- a ve — — — — — — - - I — — — — --- — -- — —� handrail oSt `-'/a'x 9`/z" carriage bolts with — — -- -- — — — — —L T Type "g"joint 6"x8" timber beam (typ.) Type 8 don I P ' 4 bars �. - I , hex nuts 4 2" wcashers.Tack � y — IIJSTALL 2 � Std galy _ � �� Compacted � except at ends- 16V�F36 � G t2'4.C. � 12.'► Compacted - e nkment steel pipe handrail with `� E embankment 5ee Section C-C) weld, nuts(tot. (o each beam) _ rnba welded joints hoi� dipped are 5�8x I I" carriage bolt with hex. nest Typ►c�l reinforcement CTHICKEN A.C.pavement of ter fabrication (typ.) 5 5" 'i' Angle 2" washer (tot. 2 each t►rriter �* (See abutment detail � ��• � • Nori�heast Abutment 9 4 bars this sheet} Lis shown all around romps 0 (tot.4 each channel) beam) 4"x4"x 3/16 g�oly. steel x z'-3" , � rh -rLeld 4, I 5-10 I- CIA link- fence 04 MT M. .� (typicatbofh ramps) ►2." •S•/ = h•- as shown. ac we nu s V THICICEM Chonnel (tot.l2 o linin alas brid e (tat. � each bears •See Detail 2» Southwest abutment CO 1 `0 9 g g "A» this sheet) ° abutment as Shown Clr. (typical both ends) „f+�, 5,•O,. SECTION B—B See S.P. 192D for 4'- 2' channel lining details Symm. about .. 3/4" = 1`-0" -�I IiJSTALL 3" 4 Std. pedestrian bridge e�aly. steel pipe �.-- T�'0'� ��-(�„ 150 Hc�ndreti! vert. ' ! ____.__ __. ___ ________ �___ ._ _____ .____ __________ ____ SECTpost (fu 'i f ION C—C as shown (typ.) 6' high chain link 16 SECTION A -A fence per S.P. 1515 � 3/4" ° I'-0° WELD 3%" 0 x I'-5" I Std. goly. Steel pipe "n ;fx .. Top of P insert as shown _ ;,'y ''` ? ab u t tie hit (typical) 4" 4 %' -- --;- "' ( � PLACE Premolded - N s A �! X 15�8. expansion joint material 12." 4, of expansion bearing pcxd Typical end posi' per S. P. 151 S ADD #4 bar 5" at �ixe.d, bearing po.d � ' 7 + !1` �� ��� x 3�1 x 12'' Plnnk.inc� ►`- _ IGa V\F 3to (typical) 5 , �: - 3" D21LL /8" hole + MOTE: `"� `-�/z � -.��- � - Access ra .shown N �" x 8" Timber beam p Qc�cnp for bolts as shown _ cc s m no \-WELD 4'/7- x W/4" x 1/4► galy. . T aiccal bridge -�`7 2'�a»x 11'-O" line post 16 YrF' 36 steel 1� as shown (typical) 5 I'/s' � holes �:kY ���-��r-''�Yy = �� abut ment per S.P. 151 t3 e °': 19C 15.0 TNIC KEt�i A.C. pavement cat HANDRAIL SUPPORT DETAIL DETAIL A N 6,�36 abutment as shown (typ. �" 3�'{� 5"x5"x1/2~ FENCE DETAIL both abutments) Angles (fyp.) 31 = 1 _ 01 I'/2" = 1'-0" (TYPICAL BOTH ENDS OF BRIDGE) =:+; _ I I '4- bars @ iz" 0. C. x L » Typical b' high chain -- I i yP 9 1.5 : I I I �4 4 bars @ tink fence next to top Top of lined channel 1 5' I I Top of lined channel 4 bars @ 12 0-C. x L 12-0. C. x � of tined channel , c Ii.ISTAIL QCt5.0 = clr. I' °' am4 tot 1-!c I \ 12., Southwest 14 bars @ 18" O.G. b �4 bars @ IB Q C. x.a'- 0" i• IQSTALL high E be ( a -' IIMSTALL G' h►gh chain - _ 2y_11 #� 3�_O�� chain Iink fence 4 ; See dett�,iis on li.ISTALL 6' h►gh cho�n link o�butme�nt x 8'- O - i e See fence\~ ~ on outside face iJ of -this sheet') X- fence (Seeo'encecletaiI on ��`: �''• I'"/a" 1' �'. I'-4" cv IA link feat ,,, f this sheet-typ►cod \ detail on this sheet \ ♦� �- ' ©f handrail (See a � ,` . s/ .. t ical both sides) `- _._ , ;9 1 I _ g -O' 8-41z both Sides 2. 4" x I G SiSt dd. g o.lv. . anchor yP � � >� ., details this sht. _. c N - b its wi;h N-x nus washers cir' car' - typ both sides) �C15 O C. o �.I � C 15.0 c.c . c .Q, � { ► l (typ. both ends) - -- Qortheast abutment =°' 16VIF' 36 N; I, k I - Southwest abutment•--4- - - _ _ 1 { , _ � b �w.. � ... cvl :F�:.:a•: � STALL Co3/4"x 4 bars g , — ! ( _ �� / tl Symmetr i ca1 ahi• '4 a 12 x ! Elan+omerac II tric�►n bri e A d- bearing pad - = 1 C _ �PetB 4 b ars r / �. 159° 4'7' ito"E) # FIXED BEARING PLATE �{ AliI I' // t 1 �� /i ► 1 I Vr ! 11�2„ _ I, -O„ —�10) � IQu IV47 x 2' Slotted holes iA,WSTALL Z"xg" B 11JSTALL. Steel pipe hancirctil I'' �I'_ I Z" z' - 8" _ x 11JSTALL 1E,�36 Girder (See details on this sht.- 16 �hF 36 � I C (See details Kickboard (See � ( / . CONSTRUCT 3" A,e. as shown (Sdtldetails on th!� typical both sides) � � CONSTRUCT 3"A.C•paved I I + ppaved. ramp I'5ee �-�-� { on this sht.- tot. 2) ramp {,5ee Sections A =A I ections A -A sht.-typ+cc�! f Cok STRLICT Concrete C-C acid abutment ABUTMENT DETAIL l M / COUST[2UCT Concrete both sides) 11 n his sheet I I + C-C and abut- » bridge abutment (See- Section � le_+oio t i meant detail on / bridge o,butrnent INSTALL- lv X S �' 1 (TYPICAL BOTH ABUTMENTS) i,5;I A -A E C-C and obutmeni I o� z �411 = I'—O" ' ! this sheets --�- (5ee Section A•A C-t✓ and timber beo�rns ) x + -d iZ', a=a Q I / " abutment detail on this sht,) as shovvn(totctl detail on this sht. -Typical. (' high chain •40 Northecxst ; / 15 -See d,eto,iIs � INSTALL 3"x t2" (;545) abutment on this sheei) lankin t,See deto.Ils Iink fence next.totop s77 th s heet Slope varies of lined channel 4- or) '' ". ++ / Slope k '1° R Ev I S 10 N S SAN BERNARDINO 0 d �/ PLAN ,. .. +1 Hex nuts o �k nuts a ; IMSTALL 3 x 2 x 3/b Angles beotwee a / To�Ck Weld MARK DATE DESCRIPTION BY. FLOOD CONTROL DI, +/4„ = 11_OII �C 45.0 beorns as shown (t al 5� �, 2•x2Nx'�`►' 1 -- 1 3-s-73 As Sulu-T Ill p / WELD A'nqles to u�ntiier %ide o� tqp / c � ° WEST CUCAMONGA CREEK S cv / g►Y~der op O'nge . USE 1/4 •Frllle•1 weld 'x 1 -WEST CUCAMONGA CI UJ , I S /40 x t (allStd. v}nL anchor bolts --- -� IiJSTALL, G3/4"x 12"x I» --- PEDESTRIAN BRIDGE AT S- Elastomerlc bearing pad DESIGNED BY: DRAWN BY: CHECKED BY: - EXPANSION BEARING PLATE J.M.Y. K.DG./C.B. S.M.R./YYVQi1 PLAN, SECTIONS & DE RECOMMENDED BYn+�a...�_�. � f ,1!.l✓. I /2 = -0 . 1 NGINE R NG DIVISION DATE SCALE FILE NO. (tyP� APPROVE) BY ► �"{-, i �." 5-2- I AS SHOWN I-20I-Z6 +v 01 c► MNITRAC'T Nn 7201 Sht of 29 DDr) Ir('T Kin 1A/C--rAI I1= -AAd 10,10 DIETERICH-POST CIEARPRINT 1020-8 I . I 6' high chain link fence (typIcn1) 1 Top of wesi levee 1.5.1JI Tap of ramp-• �!IL-!S inl (t�� p) > -Romp 1 \1- See S. P. 192 D for wee.phole details Improvement- in Varies (See pion)a f 4 w* Cvntractian join ,'-- Typ. chdnrij__ - reinforcing r { 4 bars 18" 4.C_ Top of e a st levee - I _.- ' N 41 J\ s i•1 O I 4bars @ I8`O.C. (typical oil � wails) �fypical� EXTEVJ0 Reinf. 18" 12 I•l 1 = � I �h Into typ. chan.inver� _ 12„ cq Q 4 bars e r, WWI >° cam Q r��. wr,ll See `ri�t 14 bars { � (tyP) _ q this sht.� L W r 5'e6 5.P.IC2,,U fat- Ylee.p,1Fte 4 bars to ' and ccn ti ionjpint @ 18'' O.C. I De�lil� (fils� kt fI-) sides) I2" Varies i �V4rie :;,c*,.,..,'-, �� � (See plan (See plan) CUT-OFF WALL DETAIL II 1/211 7 11-0 SECTION B—B 1 - 5' s b' high chain link - fence (ttjpicc•1,8 = Improvement 12' Eies See Ion Varies (See plan IZ, -TOO 0 Eu;;t Ievee Top of w e sf l e v e e � P � � --- °'e profile on (See -,'Prof ile on 5ht 4 t 6) ADO # 4- bars *t4 bars L (OFF, ( = J (ty p. befb walls)Ao �+ Q 19, Cui -off wall (See °e e �� ` See S.P. 192 L7 for weepholt cm.,A S.P. 192D for de+ails) v �. construction jcl" Hod_f r is (typical both side,-�j 4 bars I Station (See sht. 4 4 for location Typical channel section (See plan 4 profile on 5ht. 4 6� .. x I �I South face Of existing bridge J u- Vcxries F. C D iZ/VY- _--- — -- _ (West) I Flowline of I "V" ditch Slope: from R/W Mandatory Fit% {-lured end Flowline of section ditch S=0.0037t S7 O. 0223 v a O v J L ti V I Vor►e.s (See plan] Varies (See P I a r, C -5' Dee cut-off wail 1 " = 5' Station (See sht. 4 6 for location) high chain link fence per 5. P. 151 B ( See. B sht. I2 for details) x Ln Var i e's ----_---- -- ------ - ---- F. C. D. P/W Walker Channel (East) "v" ditch I GRACE Existing 1 levee as directed by the engineer (typ. both sides) jill Slope from R/W REMOVE 4 WA5TE Existingq R � W revetment to a dept•,h of 3' below finished grade w'►thin FIC.D. RIW (typical both sides) Var'%es 4'± at 30" C.M.P. to 10'- O" at State Hwy. R / W SECTION C-C ( LOOKING UPSTREAM) 1"=10' -Top of ectst levee Top of lined ..channel �30 CM O R►2 ga) - Prof i le in grade l . CONNECT 30" C.M.P. to channel per S.P. zoo. "A" = 2Frt n BM 5' 150' PROFILE HORIZ . I" = 20' VERT I"= 4' FL. 902.65 Flowline of channel FC. D_ R/W -- s� sir Q 6 . Improvement — �0 6 -4 See F.C.D. R. W See Profile / 6. 50 "57'28°W t- C on_sht.4 (6 Flow � � f` � or elevations o _ -s O . � � � � � I Nam- � • (� See k 6 - - PLANA J o _ \ `R Top of lined on Snt\on� I _ t,� ? n channel (t O i a,( eke`'° I - 20 �a �.�;�� r� y { >< P'� o'� �\e �pmp ,n x 11 See �, i< 6 _—.'' — x 30" C.M.P 30" C. M . P. SIDE DRAINr? 30a 20,_ Q.onr e evd�c�oris ' x �' h19h chain link fenc-e F'C-D. R/W Varies Vo`ries Standard Plats: 151E I92.D 197 2-00 .- — F.C.D. R J W " ItJ TALI. 12.' Oouble � - I per 5. D. 1515 ;(See (West) 9 R Ev I S I 0 N S SAN BERNARDINO COUNTY 5 �r?1 sht 12 for defiQils.� Slo e from 30 C.M.P. (l2 0' 1 (See (East) MARK DATE DESCRIPTION BY: FLOOD CONTROL DISTRICT drive gate per S. P. 151 B " A I P I prof ile on this sht.) R/W WEST CUCAMONGA CREEK SYSTEM and as direc.+e d by x ,� x Levei the engineer P--- 10, B f ,, Compacted embankrner,� WEST CUCAMONGA CHANNEL M OV WAST R E E� E �l1- O� NOTES: Existing 12 W revertment Pipe beddin per S.P. 197 - P 9 P � CONCRETE RAMP DETAIL � ? c�<\ P_ 1, invert width eqi._, cats 14+ at Sta. 44,+99.37 to cx depth of Z', below -. �' HECKED BY: PLACE 3" thick A.C. pavement and 4" thick I" l0' z. Invert width equals lb at Sta. l9 �40 CM-P. Profile c3na.de DESIGCNEDD BY: DRAWNKD G. ScM R /rY1� 30" C.M.P. SIDE DRAIN y Class 2. aggregate base within limits of rn.mp TYPICAL PIPE SECTION access as shown and as directed by the. CONCRETE RAMP DETAIL -- RE°°MnnE"�DE� eY: ` `. n r-of ile for 'HiEF, ENGINEERING Ivislo DATE SCALE FILE N0. DRWG N0. Engineer (See plan � P ICI = 20' a R vEn additional details) 10170 DIETERICH-POST CLEARPRINT 1020-8 - - ,.v •, GRADE to drain $td ion (See sht. 4_ 4 a 1 46 f6ir location) Existing R� W t d 55'-0ITypical channel section revetment (Protect ----------- - ---- in place within State See plan E profile on Hwy. R/W) ! > INSTALL 150' of W C.M.P. (1294a) with 7 sht. 4 4 roi Uj flared end section as shown and as Tr 'r T 7 7-- 1 directed by the engineer ( See profile x x All above for details) -- - --- ----� . __Tap of lined 5411 + channel (typ.) t Walker Channel (S O° 12. 39" W) k _ GRADE �' to drtlir� od or Exist- ing d� bridge > P I Typlcol cut-off walls (See r' °© I (See detail this sht.) S. P. 192 D for deta PP G B __ 5-2-72 AS SHOWN I-201 -26 Il of 21 LOOD CONTROL ENGINtLli PROJECT No. WS-CALIF.-434 CONTRACT No. 7201 Sht I4-of r ', N 4 tL• 0 %9 O � Top of lined channel 44 bars @ 12" O.G. #5 bars @ 9" O.C. 5 bars @ E+"O.C. #3 bars C� 18" Q.C. . 12" Emb, #4 bars 1 @ Go" R.C,P 5%+" chomfer all i around opening I - ADD #5 bars @ 12" O.C. (totol 6) :z T channe l I I • IL R. C. P I INSTALL 60"R.C.P. on 5 = 0.010 �GG"R-C.P on S = 0.00.394 I F.L. 887,49 0 GO" R-C.P I I FL. 65+33 @ 6G" R.C.P. i ADD 45 bar hoops x ?�( around piper (total 2) 5-0.010 " #4 bars #5 bars @ 9" O.C. yP• ,u p. 7— �\�� re i nforcemenf t1 v EMBED Horiz. box reinforcement 18" into channel al ope in Ln SECTION A -A 1 /2' 1"_ 0"" - #4 bars @ 12" O.C. # 5 bars @ G" O.C. z + lid- '5ta 48 + 3 6, 37 a �% Sta. 47 + 54. 37 cn 4- Improvement (S 00* 57' 28" W) 90' 7' (tyP. p' (fVp) Flow, r� o it- 1� Toe of lined channel (typ.) ! N 77 .o �l Top of lined channel � I INSTALL 24 of 6O / �� CONSTRUCT Side I R,-'- = R.C.P. (1350D)- See/i/ �2, Inlet (See Section I cn N S, P 170 for pipe / / % � A -A 0 B -B d Bove a — bedding details / � for detoi Is) � Z Curve Data -o A. roe 25' 40" ,i R = 90' Top of west levee j' F,L. 887.73 T = 52.41' ./ L = 94. 87' �_CON5TRUCT Concrete pipe G 1 os-ure per S, P, 17G �* 4- bars @ 12." O.C. 11 b"" l2" t `' = 12" PLAN SIDE INLET AT STA. 47+54.37 I'" = 8" F• L. 887.17 C-a Sta, 47 + 6 8.23 F.L. 654.02 0 5ta. 20+85.63 Lined channel flow Iine I S lap �* 4 bars F.L. 886.48 5ta, 47+ 66,49 F. L, 853.34 @ 5ta. 20 + 83.90 See Section A -A for reinforcement - 1*4:bars (total 4) pattern - Top cif fined channel #5 bo rs @ G" O.C.---, # 4 bars (totes 1 4 ) **5 bars @ 9" C.-C v Lined channel X z, _ B," ti cut -off -wall ' Valet face of lined - A . #4 balls - fall 2" channel slope @ O,C. N (min.) a: 3/4'1 f i I I et (ty p.) U v # 5 bars @ 18" O.C. BEND *5 bars @ �'' O. C. o #4 bars @ 18" O,C, - 2 cir. as shown w Q (t�3P� Ci half width 3"clr c ►'�' of R. C. B =, p -I s yP) S-#5 bars @� 9" O.C, x _ ` 011- #4 bars (typical both sides) 2'-gMC@ 12 0. C, "� cv = �4 bars - total 4 (typical, both sides) # 5 bQr5 @ G" O•C. m 12" 5'- o" @ �O" R. C. P i 6" @ 66" R.C. P SECTION B-B 1 /2"" = I" — 0'" Z � � � a V) ( - cv omo L p' U 0 n O O + 3d + N ( oU+q O + N a v) (n N o a St4. 2I + I8.22 40 END Transition I- Improvement _ i1�)c3� (s 00" 57' 28"W) T-�„ P I (typ•) fi Toe of transition Flow I �� -�- (tyP) Toe of lined channel wall 1 Icv `'n 77-- _� Top of transition wall --Top of lined channel. INSTALL 66" R.C•P (1350 D)-y// p► ��� j CONSTRUCT Side Inlet (See sht; 9 for /� /%� ;'� r� (See Se:ctlon A -A 4 B-B detcacls) �� � �, above for details) Top of west levee � o % PLAN It- 66" R.C. P Curve DafQ 0= 60°34' 40" SIDE INLET AT STA. 20 + 70.05 T = 52.57 ` I 11 = 8 L= 52. 16 ` Standard Plats: 170 I7G REVISIONS DESIGNED BY: DRAWN BY: CHECKED BY: C.B. W.S•G. S.M.R./VM qi 7 PLAN AND SE RECOMMENDED BY: �_ e DATE SCALE FI s 1 NGINEERiNG DIVISION APPROVEL� BY ( i 5-2-72 AS SHOWN I-i F `TNT — i;,t�MTRt, ENGINEER 10/70 DIETERICH-POST CLEARPRINT 10208 1 PROJECT No. WS—CALIF-434 CONTRACT NO. fifUt Sht. I5 of o? 40' 2 IZ' Za' r' . 00D Q- E .�,... C o No a E Top of east 4 west levees N UD z Q Top of lined channel w �,� .-Top of transi#ion N } w EL.864,75 Ramca walls 11s 1ul (n . _ A—Z 3" A.C. pavement ,�-. EL 864,94 � CONSTRUCT Parapet I (Typical both ends. i I See details on SM. 17 ) toi le rode f 9 11 s o. o zoo (typ) 0. 04p0 . Type "A" joint in floor -keyed o ( Rubber water stop not , required) typical N Cut-off W CONSTRUCT 2' CU N walls (typical both °d uO i transitions -See detail N 1�] on sht. 17 ) N o0.-p d c� _i 0 ILQ) N N p N t� 3 N N ca in LL MA Cu 15' ± c F.C.D. R/W F.C.D. R/W Ni.Af,:t H.c.. pavemenT width of ramp tJOT E: 1. The first 2-5' of box trcxnsiiian should Ge poured with forms (Side slope from 1=1 to vertical) 2. The last f 2' of box transition should be poured without forms (Side slope from 1.5- 1 to t * 1 84' 40 36' N E p cv El. 863.9.1 tL w 0 Tc�p of- transition p Class 2- ac3c3regate m aW0 wyo115 Z base \ u1 Ramr) Type "A�' joint in deck, wo 1 Is El_.- 862.70 and invert -keyed (Rubber water sfop not required) Type "C" joint in wafts --� Double 15'x 8' R.C. B. (typicalCk ) • S-0.0104 J COWSTRUCT 3' Cut-off wail (T9p1ca1 both ends See deta i 1s on sht. 17) , LONGITUDINAL SECTION- _' tU L. Q1.• (aHOR. I = 10' N CO U)a) �� VERT I= 5 T d J co -n Uy ►►-1 T IL�W t H n L� co toz PLAN o a o.. p Top of east west levees - z _ W Top of I i hed channel i i 1\. EL. BG2.18 II 11 THICKEN Lined channel edge 11 as shown (typ. both ends) 1 ( 5m0.0100 tCL -PLACE Weepholes IM 9' O•C. (•typ. per S.P. 182 (Ty p'►ca 1 both sides ) N N CO N0 t,9 Go (+ 01 ± -+- N 00 4- J 1 �� �� 15' ± E - o .a -v Prof i le grade F. C. D R/W IF �� - conct-elc % u.1.N � —11 G.r.-,-- by thP- Engineer (See sht. -1 ,--8" water line to be relocated 6 for looation) bg City of Ontario (See Standard Plots: 151 B, 182 194 sht io for detaails) a�I REVISIONS SAN BE MARK DATE DESCRIPTION BY: FLOOD .X c GRADE 3-9-73 AS BUILT .S.6- WEST CU O � C"_ tc drain - WEST C( W on- P.C.D R/W / DESIGNED BY: DRAWN BY- J. M.Y. W. S. G. / C. E RECOMMENDED BY YI ENGINE it APPROVED BY 4 ' Fl,('✓�D CQNTR( PROJECT No. WS -CALIF.- 434 CONTRACT No. 7201 Sht. IG of ZG IU, lU LPL 1G1-r.,,, z Culvert Symmetrical about (t- Improvement TYPICAL CULVERT SECTION 1/2"= Ii-O" r SECTION A -A SCHEDULE STATIONS INVERT WIDTH WALL WIDTH WALL HEIGHT 21 t 18.2 2 8 `- O" 12'- 9" 8'_ Gil 21 + 3022 I O'- 3" 8'-11" $'- I I " 22t 70.22 9`-6" 8'-11" 8'-11" 73-+ 79. 00 7- 0" 12' -'9" 73+91.00 91-7" 8'-11" Transition symetrical about t Improvement Invert width varies (5ee schedule above 10/70 DIETERICH-POST CIEARPRINT 1020-8 th vgries Con5truct ion joint (keyed) SECTION A -A 1/2"= 1'-0" 12'' Culvert rinvert Tgpe "A" joint rein for c i n c) '_ sr 4 bars (ty P) s . L� L:111 4 bars (total 3 0 �► e.:xch side) �- •- �- 9 Fi l le t Transition invert > ,Comfruci ion reinforcing bar s " clr joint (keyed) U + # 4 bars 6� 12" O.C. �--- *� 4 bars � 18" O.C. L L 40 7" 't-4 bai r 5 0 18" O.C. x 3"c1 r. - 00 t *k 4 bars 1 12" O.C. x +- L. N 00 V U + i4 i r riUHL UuLvtrt i — s"°rgeL"o` CUT-OFF WALL DETAIL — 4 bars cyoa 3,41 It I - 0 U m SECTION B-B SCHEDULE STATIONS— INVERT WIDTH WALL WIDTH WALL HEIGHT 21+30.22 10'73" $=il" 8'-il" 21+ 58.22 15'-5" Verticol 9'-111' 22+42.22 15'-51' Vertical 9'-1111 22+?0.22 9'-G'' 8'-11 " 8'- I I" 73t-91.00 9'-7" 8'-11" _916 81 74t 19.00 15'-811 Vertica. 1 9'-IOV4 INSTALL Guardrai 1 - per S. P IG8 4 169 A (Spacing to be 5'-0" C.C. 1 2-'*4 bogs Cont. as noted on pians) parallel to the # 8 bars (Total 2) of the wall. 12 '* 5 boar hoops P 12" QC. Culvert top Slab Use 4bond breaker in con5fi. jt. reinforcing bars 0' — 3/" "Y" coast-. notch. i* 8 bars (Total 3) 4" %thus V Inlet W chamfer tee Outlet TYPICAL PARAPET DETAIL ti aQ 0 3/4" 1'-0" 2 4 bars iP 8" O.C. � �* to bars 08"O.C. Weephole(tyP):t 4 bars C& 12" O.0 FEB .�► e -- Construction joint (keyed) ° +7P Standard Plots • 168 169A - 40G boss O.C. x --.I R E V I S 10 N S SAN BERNARDINO COUNTY IS" Icx-p 4 bars 0) 18" O-C7 bars 0 8" O.C. x MARK DATE DESCRIPTION BY: FLOOD CONTROL DISTRICT cptlonal in 9'-O" 1 3-9-73 A5 BUIL-r 9S WEST CUCAMONGA CREEK SYSTEM WEST CUCAMONGA CHANNEL SECTION B — B FRSTREET CULVERT 8k TRANSITION DETAILS DESIGNED BY: DRAWN BY: CHECKED BY: TYPICAL STRUCTURAL SECTIONS 1 /2 "= i' - 0" J.M.Y. L H. /C B. S.M.R./ W1C(2 FOR TRANSITION AT STA. 73 +79 RECOMMENDED BY: N IN G DIYI SION DATE SCALE FILE NO. DRWG NO. APPROVED BY t 5-2-72 AS SHOWN 1-201-26 14 of a- - FOOD l NGi PROJECT No WS - CAL I F - 434 CONTRACT No. 7201 Sht 17 of 2 F__ 4m:=__ Z -7. 7-- 1=717, '7 ------ 2 �7_ 7. H_ 7 7 7.'7L -4- 47 7+ 7 J t 7 ...... . 4=� T 1Z -4- It ;=-2 7 t7 7-='7 --' -- ---_ z =7 ..... ..... .. Z:. -7 7 -q= 1�17 _4_ -:-z __:Z =7 _71 r j=.7:177=., 4- q =3= :7- __. i .. . ....... F� 4L j _7 L T _7 4 Z Z _Z4 zr 4= __4 -7 ------ 0 _714 7='j _z=j q.. 7= __J� 7 ZL.: _j 7.;m L-- F7 -7 - - - - - - -4 7=4 -_7 . ..... -7� 47- 4 -4- MW -j= 4� 1 -:4 -4 4z 7 J�.:- :=7- 7- 7: —4- f-7--f-m ____7 t _7 =J__ f Z :t 77- .5-7 T, 77- 7 .7 at_�_ =z _7� '=4 4-z� i —4- 4- 7-- W,- 77= 7! - - - - - - 4- .:7 -=4= . . ............ T -.7 .4- Z= 7 ZP=4=- -7 j -=:7T=- _T=4= J_= -4— 4—, T ------ A . _Z _Z - =z _—A ZT= -1 17- 4- 4 -7-: 7.1 7 4 _77 PRO FtLE SCA L L 5 4 Z V t. V 5 4' =4 ___i� _4 - 4- :r= T -7' 71 7- -4 =7-- jZZ==Z= Z_ 77 0+00 iF= -4---4:::::�!- Al /S KJ 0 T E I General nofes a r) d Le- -end care- *7 41 C pI"c_cxbIe for -f h' s 5heef only, L P I I e C t of Cn�ar a+ u rn v lemove, Z X'j s 1., 17 jq co/7c. .6 y - s s 'p _17X IS I DF J070ion 51ruciure Y, C� % 0 46 P '7 41 -Fhall -4d 0AV 117 X11,1,1 a' e w e T 2 71 Jt,�/ r p/0 '71ZY 6 197a ley 710 -f_Oe7��77 f -fe ivel- zoll Ai 'd X, 0". At J. h �7. 0// orow? 05 4z c/ 4�lar'�Vlr _7 0 r4 L c 11�7,e A, 0 Sf ale M, if 4 L0 A, V )'In //.0 C' c Yra"ulat a�",rlal 15- 7e- c h f'lLe 12- 7� Enal a X R E V I S 10 N S SAN BERNARDINO COU y I MA K DATE DESCRIPTION TBY: NT FLOOD CONTROL DISTRICT PL v 10/711 f)1FTFR1rW-PCKT ri vAvacimr v v NP t I ON L_' j 3K, .Vol 7 4 L IfelO /11/6 CO,77 0(-//1/7 Si011 �C _9C 4.r ID110 6 ZO,96 017q1. 1/7 JXf �11'Cl7c� BEIV C)'-1 MA iql� Z-L,,E- Y 857.08 �/56 WL-S-1 IV# 0122 (�16VO11017 Cl 5�0 0-02 ==4— t- 41 1 13-9-7-8 AZ BOIL--r Ws' WEST CUCAMONGA CREEK SYSTEM Uuk,/AmU1NU/A UMANNEL 15'' SEWER LINE RELOCATION ,4 DESIGNED BY: DRAWN BY: CHEQKID BY: 1,2103 2-1-72 C I T Y I N E R c E No. DAT f - 1 2-72 PLAN, PROFILE & DETAILS RcCOMMENDED BY: 1.0 CHIEF, ENGINEERING DIVISION DATE SCALE FILE NO. DRWG NO. APPRCVEDBY: 5-2-72 AS SHOWN 1-201- 6 is of 2f ONTROL ENG1NEVA_____ PROJECT No. WS-CALIF-434 CONTRACT No. Sht. 18 of mm S v _Type "E" joint in wolls _ > T e E" Dint in walls T e "E" • . Ci] .A --Type "j .. - yP 3Dint in walls p See Section E-E on sht Type "E" •Dint in wai is �, . 00 21 for floor thickness O CO �* 5 bars�x 2'-4"0& 24" O.C. yP Type E point in walls in ♦ reinforcement Sta. c» cv (Wrap 12 with Asphalt PROVIDE. 4"x l'-2" keyed Type "D" oint in N m 2+30 to sta. oc N �F felt in floor only) j 'Dint wii-h 3/ "x to" r ber 0 -1 • QO in — ,� 8 u b in to floor with 3/e'x6" d • T e "D"joint in floor with AVxrc" 0 waterstop (splitpermitted)PROVIDE 3"x5" keyed rubber waterstop4- J 3t 5 bar x 2'-O"024" O.C. Q yP -- N fo ± N In O joint w itlh 3/8"x G" rubber L LL- or •+- --j rubber waterstop (sp it ermined PAINT Dint Surfaces with (s lit permitted) (Wrap 12 with Asphalt CoLL I P } CU m to waterstop (s lit rmitted P P ) 00 Q5`phAtt material to prevent `q � _ ro P � ) felt ,n floor only) O m 4- _J N PAINT joint surfaces with '�2"x I" j©int d bondin of concrete p m 9 + m �- Q asphalt material to prevent seca►l i nc) compound 3 cv aT-L typ. all floor its) to Type D joint- in floor � Up 8,_9„t � x c!? � bond►nc) of concrete _ - .P, G N it 5 bars 2-O" 6" See S.P 192D 1:1 Fillet for f loor - - • Coast, joint Ckeyed)Q 3" einforcement 10 °' g # 4 bars 0 I8" O.C. N ►rclr• 1: 1 F i I let 3"Cir• ►2" • 3"c l r. �,� xs i- "4 bars x 4v�o 12 O.C. 4 bars (tot, 2) EI. 83o•�O BEND Alternate 12„ bars cis shown i u See Section D- D on sht -- Z I for floor thickness t reinforcement (Sta.2+00 to 5ta. 2+3Q) Ell END Lined channel BEGIN Basin Inlet See typical channel trans'►tion section on sht. 8 S15 p,f W Ih x6 rubber waterstop (split permitted) +- _J (Chute blocks) cs 24" O.0 -(Wrap 6" 2I-Co" • : Q . .. Coast join ('keyed) " 1:1 Fillet # 4 bars Orit. 4 - 12"-With Asphalt felt in floor -� q • ,• �. on 1 y) cars to .L: • - a S=O4 bars x 9" O.C. (ibt.•3) _ 4.. % 3"cir. 0 �` bars 9 O.C. v 1:1 Fillet e A m _� (total 3) El- 830.34 Const 3► „ •� s a ,}olnt N I • I Fi 11 t Ei 830 3a ' '� N tellCke ed) clr. 0 4 bars 0 4 bars (tot. 4) O.C. �*4 bar s 12" O.C. „ BEND Alternate °~ _ 12 bars as shown EI.82?25 1'1 Fillet .. .�., 5 bars x 2'-0" 4 bars (totca 1 2) 15" 3@ 24 O.C. (Wrap 1 ' I Fi I 1 et S., 12" with Asphalt /4 bars 12" O.C. 4. s 00, 4 bars x o ca 12" O.C. felt in floor only) �. ��, �,, *4 burs (total 4) 3" Clr. / 'd C/ # 21. I O See Section C-C on sht O � r. is, 4 bar x �2 12" O.C. 4 bars x Z C. 2-0 for floor thickness - '�,• 4-. E1.825.34 reinforcement (Sta. It?5 7 12� to Sta. 2+00) 314clr. 3"clr, Z-0 U ` 4 bars 04 boars x ' ce IZ" O.C. �' PROVIDE 3"x 9 keyed joint 0 IS"O.C. 0 with 31s"x6" rubber waterstop it �.5pl it permiitecl) EI. 822.25 SECTION A -A PAINT joint surfaces with 12 u asphalt It material to prevent i = Leve � n. • • Const. St•. IS" I' 1 Fillet to (opf�onnl) #4 bars nu 4 bars As See Section 5-B Shown • on 5ht I& for O 04 bars 3 f loor th«knes5 1 12" O.G. x 12'i0 4 reinforcement 0 (Sta . 1 + 45 to Stra . It75) fl 3"clr. 3" clr. El. 8ZZ.50 IZ" L U I/2 = I -0 bonding of concrete. kJOTE. m Sut.bdrain sys}ern not shown_ Top of retaining wai I +___1 4P Top of transition wall � I a i` I I V) �: s 0 Keyed L 0 in( 0 0 joint in j Q l+ I I N I N O floor as N ( I a + shown in I ct' LO c}n - A t Improvement (S 250 36'13"EF :r bD Flaw. I I v I I I � T ;J - � I >o a Top of lined chonne I CONSTRUCT Concrete baffle --f chute blocks (see Se.c� ion COIJSTRUCT 2' CONSTRUCT Concrete A -A this sht for reinforceme►�t wide block out in retaining wort (See details) end sill as shown I sht. 22 fordetails) 1 I see s ht• �� for Top of lined E D C B I wall corner details channe I —x x v 1(01 CL ro� ,I Top of transition wail E D i IN'5TALL 6' high chain link , C fence next to top of transition woll and retaining wall per S.P. 151 B (typical both sides) PLACE Fence fabric with knuckled finish on top edge. (See Sections on sht. 20, 21 , 22 .� 2 4 for def-c0s) PLAN I°°=10° _•.J t C Z L11 a Keyed iV a joint inin r.. f loor as I N shown a ( c7 t- Improvement 44' 2`- 4" 27' - 6,l 27 I _ 6„ 2,_ 4„ 44, rot high chain link Top of west levee fence per S:'P 151B (typical both sides) I To-P of east levee I-- '-- E lev. 848.0 El ev. 848.0 t -Imo" Top of retaining wall I I Top"of retaining wall J' Top of existing I Tap of exist� - � grouted rock i grouted rock revermment revertment 1 Top of existi ng I �� LL_J _ Basin levee i f grouted rock ok fie• Y aD slope � To of end sill 1 2� N A outlet pad Q� la P - ru o, block REMOVE and WASTE Ex'istin a _ R � W revetment as necesscry _ _ _ Bas► n levee slope iv 5, ODI a for Construction of retaining _hi v wall . Reta6n1nc3 wall footing I RESHAPE Basin levee slope Bottom of cut-off wall N � - as directed b the en ineer ! to y 9 10' N � N -� �F_.+ --i CONSTRUCT Concrete end sill B I block (See Section A -A this f sht for reinforcement details) CONSTRUCT Side ( CONSTRUCT Concrete inlet (See sht. 23 ' retaining wall (See for details) 5ht. 22 for details) � I I Top of'•reta i n i nc3 wcxl I l ELEVATION BASIN INLET TRANSITION �t I Standard Pints : 151 B ctnd 19 2 D F.E6 ti I , 10/70 DIETERICH-POST CLEARPRINT 1020-8 M PROJECT No. WS-CALIF-434-CONTRACT No. 7201 Sht. i` u,2�.rr_� 27'-Z„ ,Symmetricol about Improvement NOTE See sht 23 for detai Is and location of weepho►es in wall Typical fence Fence fabric post 12„ 0 T ica1 fence Elev• 848_O Po$t footing JA' CUT Alternateverb. PAINT Wall -surface with asphalt.material bars 2'-O" from top'prigr to pofrit9of fence post oo n •so 04 bars 0 12" O.C. as to prevent bongd►ng * 5 bars 0 12" O.C. of concrete* 4 bQrs, 0 IS" O.C. lr• ra* 5 bo r s (a 12" O.C. a 2 t9 *t 5 bars 12"O.C. x Cr 0 N O 0 PROVIDE 5 x 5" Keyed joint with t 3/e" x roll rubber waterstop (•spI it Construction joint pp • PAINT t oin t surfaces with asphalt (keyed) O mate r•f a 1 to prevent bonding of r" concrete # 9 bears tb 12" O.C. x a i ? bars 12"O.C. x - • ' 5 bars 12" O.05 bars 12" O.C. x r zo N� ADD * 4 born m (t-ota 1 4 ) # 5 barS �' lid 20„ Ia (V 12"O.C. 4 tors 20„ i 1a"O•G• lap nn bars (& l2" O•G. x 5 bars u5 12" O.C. a 12" O.C. II'-O" 14' _ Oil i'-101% SECTION B-B. (STA. 1+45 TO STA. 1+75) 1/2"= V-O'l facistinn levee ramp 27'-roll 2?'-roll Top of west. levee Improvement — 117" 1 E1ev 848 O Elev. 848.0 Structural %9 I embankment -1 m ode'-- . Qj 1P REMOVE and WASTE Existing RitW•,revetment fabric (typical both sides) TYPICAL SECTION (LOOKING UPSTREAM) STA. 1 + 45 TO STA . 1 + 75 1" = 10, Typical fence post Fence fabric 6' D,1 Rost ►9 SECTION C-C. (STA.1+75 TO STA. 2+00) 1/2"= I'-0° t Improvement ro' high chcxin link fence F.C.D. RAN W Co` Kish chain 5.P. 15l B V link fence Compacted (typical Existing levee ramp 27'-6" 27 -;0 per S.P. 151 B both sides) (typlcnl } per both sides embankment To of west levee P Varies (See Section C•C Varies (See Section C-C) To of easy P� levee compacted Tap of east levee '� 1 070 1�0 e mba n k rnent I 1 Elev. 848.0 E lev. 848.0 ZZ 6� Natural Qjround Natural gy--hind Structural embankrinent a v 0 Structural Structural embankment 6 embankment > Qlooa� `Basin inlet transition (See Section B-B above for reinforcement details) Ir. v CU �1 REMOVE and WASTE Existing Basin inlet transition RO,W revetment fabric (typlcat See Section C-C above or reinforcement details) both Bides) TYPICAL SECTION7UILT (LOOKING UPSTREAM) STA. 1 +75 TO STA. 2+00--, ; Its = 10' Standard Plats: 151 B 10/70 DiETERICH-POST CLEARPR!NT 1020-8 Nrrnvvtu DT � ', "r c LOOD CONTR non IEr -r nl., \A/C_r`nl IC _ A7ZA 5-2-72 I AS SHOWN I 1- 201 -Z6 f 17 of 21 rnNTRorT Kin 7Pni qht 20nf?C) I I Symmetrical about tImprovement NOTE: 5ee' sht 23 for detai 15 and location of weepholes in wall Varies 2l'- Q" (5ta. ?-+0 )) to 13'� 2'/2" (Sta. 2.+30) 27' - 6" Typical fence -- post I�N ADD #4 bars (total 2) E l ey 848.0 PAI NT Wal I surface with - cisphalt material prior to Pouring of fence post c/ footing 5o os to prevent bonding of concrete ` rUT Alternate bars 2'-0" from top 4 bars (a 18" O.C. '.., •: �4 o� 45 bars @ 1?" C.C. # 7 bars 0 12" O.C. x� # 7 bars 0 12" O.C. O In in N #8 bars O 12" O.C. xJ R'' N N in 0 0 # 8 barsCD ► 2 " O.C.\ N N o i " tn x 0— 142 (5ta. Zt00 to Ste►. 2.t 15 10'(Sta. 2t 15 to 5ta. 2t 30 N # 4 burs (� 12" O•C. # (o bars 12" O.0 . m i W i r 4 d E 0 I8" �o L #� bars @ f 2" O.C. # G bars @) 12" O.C. x.�...,� (optional) v 10 (5ta. 2t-00 to Sta.'2+ 15) in 7' 5ta. 2+ 15 to Sta. 2 + 30 # 4 bo rs (a 18" 0, C. 15 ` (5ta. 2t00 to Stn. 2t 15 9' (Sta. et I to 5ta. + 30 SECTION D-D- (STA. 2+00 TO STA. 2+30) 1 /2" = 1'- 0" �F N CU NN 8 4- d Nry �T Lo .12 to d - a - ". C+31- 0 ° onstruction o 0 ° joint (keyed) Ln Lo ADD #4 bars (totes 1 3 ) 1 C Improvement -Existing levee romp 27'- 6,27 6" Top of west levee Varies Varies Vari es Varies (See 1 Section D - D) (see Section Dl D ) I E 1 ev. 848.0 E.ley 848.0 0 Structural ° y . embankment W �\P/ \'�—REMOVE $ WASTE Existing R 4 W revetment fabric (typical both sides) TYPICAL SECTION (LOOKING UPSTREAM) STA. 2+ 00 TO STA. 2+30 I " - 10' Fence fo bri c. ` Typical fence post footing Ie his i �i 6' high chain link fence F. C. D. R/VY per 5. P. 15115 (typical bath sides) � Compacted'. embankment � ,Top of east levee Natural ground Structural embankment Basin inlet transition (See Section D-D above - for reinforcement details) ymmetrical about T- Improvement NOTE See sht 23 for details and location of weepholes in wall Fence fabric - Typical fence post 1 27' = 6 ADD #4 bars (total 2 ) E ley. 848. 0 PAI NT Wcail surface with r .. asphalt material prior to pouring of fence post footing so as to prevent # 4 bars P 18"0.C. - banding of concrete a f s .. '^ 0 `r5 bars e 12" O.C. +i (CUT Alternate bars Typical fence from top) post footing .� (r) .}- ttl r # 7 bars P 12" O.C. x Construction joint (keyed) " 1 if Varies 13- 2. %2 (5ta. 2 +-30) to 8 - 0 C Sta, 2 + 50 ) `5 bars @ I 0.C. a bars 0) 12" O.C. #ro bars 6) I2" O.C. �A • 6 t *k 4 bars lfl"O.C. L 20" 1_a ADD 44 bar -- I U (to to l 2 ) ml 7. Sta. 2+3 O tv St a, 2t 40) 54 . 2t O to 5ta. +50 9' (5ta, 2 -+- 30 to 5ta. 2 +40) 6' {Sfd. Z+40 to 5t-a. Z+50) SECTION E-E. (STA.2+30 TO STA. 2+50) 1/2" = I'- 0" O _*�8 + -6 + V) N + L 1( N ! u }O Lr) 00 'fn ... N N U? +s1 bars ti N � � (b 12" O.C. v o > x v (1011- to in c~- 4- Improvement Z7'_ �„ 6' high chain link fence 27 - 6 per 5. P. 151 E3 (typical F. C. 0. RA*% both sides) Existing levee ramp Varies Varies Varies Varies Compacted embankment To of west levee (See Section E-E) (Se Section E-E) I ; I p Top of east levee l 1 Elev. 848.0 w w � o I - - Natural ► 1 Structural ground LO k embankment j Q�° off' 5tructl.tra1 embankment Basin inlet transition REMOVE 4 WASTE Existing (see Section E-E above R 4 W , revetment fabric for , reinfor_cement._detai Is) (typical both sides) TYPICAL SECTION - _ - (LOOKING UPSTREAM) STA.2+30, TO,STA. 2+50 Standard Plats: 15115 10/70 DIETERICH•POST CIEARPRINT 1020-8 L�00—`D'CONTR( PROJECT No. WS-CALIF-434 5-2-72 1 AS SHOWN I 1-201 -Z6 I IS of 21 CONTRACT No. 7201 Sht.2 I of 29 Typical fence Fence fabric post i 1211 . Typical fence Elev. 848.0 post footing PAINT )NQIi surface with asphalt material prior to pouring of fence post- ]?'c footing spas to prevenbonding of concrete 4 bars � IS" O.Clr. 2'fz''clr. ft 5 bars, 12" O.C. (Cut alternate bars 2'- O" from top) 4 bears 0 12" O.C. (Cut alternate boss 1. 2'-0" from top) 5 *# ? bears r& 12" O.C. x zt 9 bars s' 12 "O.C. x *1 4 bars 0� 1211 O.C. — # 9 bars 0 12" O.C. x - - * 5 bars (6 12" O.C. x 8'-9" Construction Joint (keyed) # 7'bar-s0 t2"O.0 x 13'-6' o ' 4 bar s "' I2" O.C. x 13'- %Q ADD * 4 bars (total 6) 1,-9". l2" .d• 5 bars # 4 bars 012" O.C. x 3'_'9" - v 9. bars ca 12" O.C. x 8'- ro" 2`•6" 12" 12" 12" # 9 bars 0 12" O.C. x 10'-6" ' * 4 bars 0 18" Q.G. 141-011 SECTION A-&' 1/2" = 1'-0" 31_ O11 i. Typical fence post' Fence fabric i 11 Y 12 6 Typical fence Elev.848.0 post footing PAINT Wail surface with aspha 1 t mater icx 1 prior to # 4 bars pouring of fence post footing (Cut alternate bars so as to prevent banding Tpyop al fence ?-1- 0" from top) of concre to t Fence fabric Z1. c1r. I 5 bars 0 12" O.C. 12" 6" • Typ►ca1 fence 04 bars 0 IB"O.C. (Cut alternate bars post footinc3 2'-O" frorn top) Elev. 848.0 PAINT Wall surfaces with asphalt material Co'bars 0IZ" O.0x . ' - --- �2 ... 4 prior to pouring of © ., a " .'- fence post footing so �' 4 bars 12" O.0 as to prevent bond i ng -- - (Cut alternate bars 4, of concrete 2'- O" -fr ro rn top) S bars Ca 12" O.C. - (Cut alternate 119 # 7 bars a le" O.C. x _ N 2 clr. bars Z-O from top) # ro born' O 12'" O.C. x N 4` �* 6 bars 0 12" O.C. x -----, , Construction ,joint q bars ft 12" O.C. x r (keyed) I Construction ,pint �} ' (keyed) d o #G bars 0 12" O.C. d 4 bars 01.2" O•C,x = Y. 9'- �o" ADD * 4 bars (tot. 4) * 5 bars m 1Z" O.C. x 6'- E,11 ` O 4 bears � 12"O.0 � �4 bars012"O.C. iv � #4 bars 0 12"OC � +.. y , : - , d * 6 ba r s fO 12" 'o . e ., a a O•C. #4 bars 5 bars I2 p # G bars 012"O.C. 8"O.C. 12%1O.C. x� L x 6'-31 u v 4 4 b O s �* 7 btnrs� 12" O.C. � ADD * 4 bar m x 51_ 0" -71- O 11 SECTION B-B. SECTION C-C. 1 /211 = 11_ 011 20, 101IN F_ i Top of basin inlet' A transition wall In Footinslab ' c (typical)' FootiN stepID (typicai) I i Foot in s t orb 1 I (t pka1� A Top of B C t9 D See sht 3 for retaining _.no] wall cornerdetails wall (typ. both sides of ansition) PLAN -RETAINING WALLS (TYPICAL BOTCH WALLS) 11 44' Top of regaining waII Top of Ire to nin9 vval l � 19' 6' high chain link � Improvement l9 fence per S.P 151 B 7BA (See Section above) A B C I D C ELEv.84a.0 ( F-LEV. 84a.0 ELEV• 848.0 ELEV. 848.0 Type "E" joint I in wca I I .(ty P 1 _ both Sides) Type "E" 'oint in 4 O wa I I (ty�. both Top of retaining Top of Tetra i n i ng s'1 d e s vvcx 11 foo t i n - wall footing ) •��� slab (t 9 O� yp•) CF2� stab (typ.) p a2 Top of end C 91, sill block z 1 /2" = I'- 011 O 0` Typical fence post Fence fabric 1 12" 6 Typical fence Elev. 848.0 post footing 2" c I r. t PAINT Wa I I surfaces i With a5pholt materica i * 5 bars ' 12" O C. x Te rior to pourinq of (Cut alte r nat-e bars ' .'' _ nce post footlrn9 2'-0from top) b so as to prevent :. bonding of concrete 4 4 barsrcP I& O.C. M• 4 born tb� 12" O.C. x e : Gonst ruct ion joint (Cut alternate boss (keyed) in 2'-O" from top) #4 bars I2" O.C. _ - �- x 41_/_11 N v u 4 bars as m v shown (tot. 9 ) 51_/\11 SECTION D-D. 1/2"= 1'- 0" 2" Top of retaining wall footing slab ADD"4 4 bars - ;4 o (total Top of retain ing footing 0 IQ �Ir. -Bit Typical footin i } wall slab Const reinforcemen o L W� joint C (r. .j- di u N o +� (keyed) 4 bars t& 18" O.C. c� t vin N s EXTEND Footi n9 O °`'` reinforcement into ° c� v 4-o footing step aS Shown 00 Construction joint (keyed) ADD #4 bars Typica I foot i ng reinforcement 4 ' TYPICAL FOOTING STEP DETAIL. 1/2" = 1'-011 Standard Plats : 1516 A A See T I1 co l 'Footing step detai I on this sht. t ELEVATION WALLS DESIGNED BY. DRAWN BY: 11 1= 10 J.M.Y. R.L.H.JC. ' RECOMMENDED BY; HE F, EN�lNE j APPROVED BY C TTfOOD CONTRC 10/70 DIETERICH-POST CLEARPRiNT 1020-8 PROJECT No. WS- CALIF - 434 i � 1 5-2-72 1 AS SHOWN Nn %P 1 1-201 -z6 0 1 Sht_ 1 19 of 21 ;�'? of roq rONTRAC:T O� a�'ao° { t5v I { C 11.?(o' Top of Wall �� / / / Stogy . 1 t? 5 sta. 2+00 Joint in floor Join in floor // / anti wall and Wall CONSTRUCT Side 1 n ►et (See Section A -A � B-B above CQI.ISTRUCT Concrete Q' for details) pipe closure per S.P. I76 // INSTALL 32' of 4B" � s � 4 bar12" O.C. / / �� R.C.P. (1350 D) See ro�� /� S.P. 1-70 for pipe , �'�C%\ bedding detail-5) PLAN ' SIDE INLET AT STA. I 87.82 — J in= dl �r O v N 7 Z 2 0 + a. dH 4- IUD4 Vie Gar' Glr 4 bars 0 18" O.C. -- BEND # 5 bars (& 12" O•C x aS Shown BEND # 7 bars r& 12" O.C. x Typical 4' x 4' R.C.B. as shown treinforcement (See , Section B-B this sht.) 12" Construction 30,1rit (keyed) ADD ro bars x 9'=0" (tot. 4) e Center from t of opening e . BEND bogs I _ around pipe 3'-O" as shown BEND Horiz. wall bars 48" R.C.P. { min. 2'-ro" into R.C.6. as C show n I 3' l 9 u { 5=0.0025 S=0.0025 FL.835.0 # 4 bars' G" O.C. 5ym about IT, 48" R.C.R 4 boars (tot. 3) 1 It 4 bars .(tot.4) #4 bors (tot• 2) (Tgp. of l Corners) 3/4" Fi l I et s *14 batx 2'-0'0 9" O.C. 4," d� Q a. 48" R.C.P.N (tyP) 0 #4 bars 1f3" O.C. -"° opening 24Z"�Ir. , # 5 bars ta q 0, 12 0. C-. 6"O.C. a { 'W bors rn '* 4 boars x sa 9" O.C. # 4 bars (tot. 2) i s _* 4 bars (tot. 3) m I Z" 2'- O" 2'-O" 12u SECTION B—B 1/2" = 1I- o" t a 9 C :. ADD # 5 bar hoops _ ADD # 6 bars x 9' O" (tot.2) Center from- of opening A x=x (tot. 2) Congt. d of n t - BEND pro bars 12"©•C•x� Typical 4'x 4' R.C.B as shown , a � reinforcement (See CUT -* 9 bars 0" 12" O.C. x LQ5 Shown Section B-B this sht. ) #4 bars em 18" O.C. BEND W 7 bars 12"O.C. x as shown Const Dint -Typical basin inlet • 3'/2" c 1 r. L 7 bo r s 12" O.C. x Typical wall reinforcement (See Section B-B on sht 20) #44 barsO 12" O.G. # 5 boss �' 12" O.0 x # 4b jars(m 12" O•G- r °` X �*9 barsra 12" O.C. x - a' - End Sill block ' • . e Flow -# 4 bars x 3'-O" # 9 bars e 12" O.C. 12" ADD # 7 bars x 2 i'- 3" (tot 4) X L ' I Construction 04 bars n 12"O.C. x —, joint (keyed) NI—F o .'. Ig" O.C. x 2'-O" " # 4 bars+ v'4 bars IB"O.C. x 3_O+ADD' 7 bors 04 bars an x 7'-6" (�nt.3 C 12" O.C. equal l spaced) Cont. # 5 bars 0 12" O.C. Type "E." ,joint L - ,oint in U All walls fn cv Retainin wa11 footing slab Retaining walI footing Slab Retaining wall PARTIAL PLAN Typical wall EXTEND #4 reinf. (See bar as shown m; Section 8-B # 5 bars Co" 1Z" O-C. on sht 2 0) X 2' - O" (tot . 10) # 5 bars r& 12" O.C. x SECTION C-C WALL CORNER DETAIL. (BASIN INLET TRANSITION) vz"= i'-o" # (keyed transition reinf. PLACE Weepholes as shown CUT bars 12 O.C. x L (see Section C C as shown . a ; •-6•. �: � :-, on sht 20) or � 1 O' O_C, per S. P. 18 2 (total 9 each wall- from CUT # 8 bars e& 12" O.C. x L . •, o ,, .a. � Sta. 2+00 to Sta. 3+00 as shown SECTION A —A 1/2" = II-0" Irnprovement (5 25" 3E)' 1-3 E 9d" NO Flow Toe of wall Ui d Ui 0 Li aQ CV N N N N (U ICU O 00 N in N Q' + + + ♦ + I0- 6 P N (0 U0 to 10/70 DIETERICH-POST CLEARPRINT 1020-8 I , Type "E" joints in veal I (typica 1) Top of basin '\niet transition Elev. 648.0 a Top of I ►n ed channel E1 ev. 839.0 6 east wa l l and 5 west wa I I- I 5, frorn Sta. 1+45 to Sta. 2♦00) • Profile grade t yP- Elev. 83ro-O O OMIT this Weephole on west walll only r 4 PLACE Weepholes 01 IS' O.C. or 0C O' O.0 ph ereS.p58g2own O Per S.P. 19Z D (typical each wall (total 11 eac side -from 4- ) 0 5, 5ta• 1+45 to Sta_ 2♦50) - (n O C+' E1eV• $2$.S (f) 0 0 C o• WEEPHOLE DETAILS. 4co - W7} (BASIN INLET TRANSITION WALLS) bC�v HORIZ. I"= 40 +- W � VERT. I = 4 0 ( - Symm. about Type "E" joints in wa i I Sta . I i45 - it Improvement Top of retaining wall EN D Basin Elev, 848.0 Elev. 848.0 Inlet Transition Eiev.843.0 • Standard Plats* 170, 176 162 192 D I Elev. $38.0 ; 2' Basin levee slope R EVI S 1 0 N S SAN BERNARDINO COUNTY `Q, ' MARK DATE DESCRIPTION SY: FLOOD CONTROL DISTRICT 2f Elev.833.0 I / WEST CUCAMONGA CREEK SYSTEM {off { PLACE Weepholes ag shown - A and 0 5' O.G. per S.P. 182 --�-- _._ (total II each wall) _ - WEST CUCAMONGA CHANNEL - Retcointn9 wall BASIN INLET TRANSITION 2 footing slab SIDE INLET AT STA. 1+87.82 DESIGNED BY: DRAWN BY: CHECKED BY: WALL CORNER DETAIL J.M.Y. R,L.H./C.B. SM.R./V%Q" e, WEEPHOLE DETAILS WEEPHOLE DETAILS RECOMMENDED BY:-," ,. s. 9� �- DATE SCALE FILE N0. DRWG N0. (BASIN INLET TRANSITION RETAINING WALL.3)}' -- - APPROVED BY:it r , ! `-! 5-2-72 AS SHOWN 1-201 -26 200f 21 I = 10 {�� ONTRO N I -- I' 1J _C T No. W S -CALIF - 434 CONTRACT No. 7202 Sht. 23 of 29 PLACE Weepholes � IS' O.C. per S.P. 19 Z D (typtica I each _ wall -from Si'a. 2+50 to Sta. 5+50) • PLACE Weepholes as shown or � IO' O.C. per S.P. 182 (total /,,Transition waft Symm. about 4..IhJSTALL 6" C0t JSTQ1JCT- 12"k12"X3" Depression (total 2) - --- C.1, pipe as Improvement shown (WELD a+ INSTALL (-:" Flap gate AP_VC0 Model 10C Varies (See Section D-D 4 E-E,, - Sht 21 r- Joints ocorners r or approved equal (total 2) J ;+ NOOK Back face wall reinforcemen+ —T Transition w __`- — --- i Fr as shown at manhole Transition wall O; I , INSTALL Alharnbroi, A- 14418 Manhole + �ei Gravel drain Fine aggregate N 1 6" frame 4 cover or approved equa.i f �0 a� material 2-�' Z-� material i �� n WELD Anchor bolts to frame , Transition invert -„ (one centered on each side) e =' N I �N ; v ADD (- 7 bar x / 1_Ot, _� Q. ii O O bp. O D J• 00 O D O 00 - e e Oe_o ° 'Y 1 4 Op 3i Op a�I ORO°n p0 DOV 000 �9 0010p 6 'O Op {�O O°•O• A 1 Gi00.'•OOYOp0000 G O• a0 _ �(� - O O 0 00 GGG ^d`fe0 i O DO °JS000 • O 00 O.O •u-O-� l\J 10�O 0000O ��O p - "' L� O O •y:• � _+ �'-"r QO aon.o ---'n3 � Trc�nsttion Invert slab �• 3 (reinf, not shown —a - st 4 bar to S ( t0.{ Z� }' Varies 3 -0" I-9.. #4 bass � i2•• o.c. Gravel drain material TYPICAL SECTION z' - o' �--- I (STA, 2+00 TO STA. 2+50) "� perforated V.C.P. FL,825.75 ,• 4 �' perforo.+ed V.C.P. *G ! i/411 _ II_011 - I 8e.nd u bottom a f� :9 ` I IJST A L L cog e�aei-e rna�e+al P I SL mrri. about Varies See_ Section C-C .on Sht. 2O alv. s+e s f ; t _ - bars 2'-�" into I ll J (See- ..�.- .� t`. 9 P (gyp-) � 6 � C.I, o�d�xptor � Improvement- -- - per S.P. I47 ---- back face wall I 3. �i� s'' Cate boxes bars (99" O.C. x `! reinf. (total 4) i Transit on wall (typ) - 5 bars @ 9" O.C• x L I 01f Gravel drain material- 12%-�' 2 611 (ty�) - _r Profile j < Fine aggregate 5 bars- _ �^ a grade Transition invert I material @ 9" O.C. -NLT 5 bars I -� �' Sf a I d I :Il•.:-: i \\�� ' 4 bars 9 O. C. O M 4 bars t: Pa ° •�° •moo o• •y oq, a `0 ((}� 1 � ccxII L N o 60 a o a Go: o o • g., oQ4 ai#. a oa d° e e° e" a e a --. , .....__rx _._ __��..+.. �-°$. °� 8°•�° �% a�e a aoo .0 0 0 • ee99--- ------ ------ - 6" perforated V.C.P. a o ;a ;., s:.... I N n �' - ----- *5 bars C 9" O.C. i 4- bars (typ.) TYPICAL SECTION ��' perforated V.C.P. 12" 4'-0" 12" (STA. 1 +75 TO STA. 2+00) . 1/4tt ` It - Olt S mrn. about (L I 27'-G'' (5ee_ Section B-15 on Sht. 20-_- -- - Improvement - - Transition wall SECTION C-C 2'-0" 2,-011 2 - 1 1, 1 It --- .__.. Gravel drexin material .' _-,t.�-..--__ ___ .•.. F• t -i - I ADD 47 bars ors shown fop 4 botton-) of transition � invert (toto�l 1�) PLAN SUB -DRAIN MANHOLE 11 = II -011 2 Profile ine aggrega e V2" = lt_Ott BE:KJD 0 i ma'rerial perforated f grade Tran5it1on inver� I V.C. P, inside cut - of f INSTALL �o" perforated �., i .,,,, wall as directed by o ' the engireer V.C.P. thru cut-off wall o�•. o o �° ' o �3J a %\* . (typical) o° ... _ •\ ", .° o$ �.Q•88tio_ o • ° a jc 4c� o ?+ :: ' - ` :-':.__•'`.—`a'_.'`--'%-'?l _��'_ t...l.! r•�,ti • f fo' boo 1 be0g ,• • °O eeDpp�er°... - V�/ E•LD '�8" thick round A. lb (� eby Y Cut -Off Wall at Depth = 21 4 ��= 11 - Ot - I to to of 5" Ga e S a. 5 Depth = 3'-3 at Sfia. I+ 45 1+? 5 (See perforated U.C.P. + - �9I 2,_011 T — __ qi �q p P — -- T Sta. I+ 75 0 e. j Section A -A 4 1 75 (See Section C C `q q _ o, on this sheet for outlet �" � perforated V.C.P, l� �� ►USTALL 5" 41 gals. steel - I DI �" perforated VC.P. on this sht. for i i I of flowline elevations) ,, cap as shown I -� (typical) flowline elevations IIJSTALL Std. �'' ,� C.I. at cross -adaptor TYPICAL SECTION ( i ,-- WELD St �. alv. steel t � 2'-�" I ell t b 4 flan e ada or STA. I i 45 TO STA. 1+75 - ' + hinc3e has to cap( yp, ) P /4" - 1'-Oil !!`!STALL 12't of 6' high chain Ii O �' and hasp ring t +cal g a n n k a 1 P 9 fence per S.P. 151 6 as shown in to riser N ° 11�15TALL Alhambra A-3(.55 —IhJSTALL 80't of io" perforated I i —4 gaiv. steel riser III IF 41, 6"� perforat-ed -----� - -I C.I, subdra in ale box or `J.C.P. as shown (typical both sides- ItJSTALL 4' wide I 14 -O i See detail on i h walk gate per 1 145'i`� ' Varies (See I 9 s this sheet) ; Section A -A V'C•P P 1.t approved ec>oual (typical) S.P. 1515 x 4 + I �Transitior� '*4 bars (t ) �o , on this sht.) yp. I i i Top of levee invert OI I ❑ ► - -r _ J EQ0 �" perforated ' '' f \-- -,T - ta, � step5 s '-_ - o. of ` ( 1 1 t- i`- / '' _ LI=_ J I _� ._=--- V.C.P. at upstream14" � cJaly- _ BEGIhJ �" 4 perforated ,': I -IT- ^I! side of cuff -off wall I ► -`''� o:a :. -- steel ricer 0 V. C. P. at down tr I I i i ' _ � 5 e a m , '' 1 t Ifi Ei n e r 't I side of cut-off wall I IKJSTALL 22 ; of �" agg e-gate Gravel Grain material - INSTALL � F'Ia a+e N perforated VC.P as ill material -p 2_p I 1 p I -�h RISER CAP DETAIL N ° �� - - __ �, Pg shown (typ. both I 11 + „ _ _' AP-MCO Model 10C sides - See Sect i ons I 8' ' -' -° SECTION B-B or approved equal ' I i A -A 4 b-F3 on this sht. �I STA. I+69 I 21_ / 11 "5 bars (tL,p.) (total 2 ea. gat-ebox) EXTEW(D 6",t perforated I/4" = 1_011 rS+�mrn. about I I I 17 t VC.P t-hru 3" past cut- lrnprovemen+ I I �, .,� -° off w cell (See ti.�piccx S.cfion on Flow I(5 25- 3(o' 13" E) I II INSTALL G' Cast for depth this sheet O II Iron cross -adaptor ( PLU.G 4,"* perforatem d Sym. aIKJSTALL 3 1-+ of 4 bout " dP p II as shown ;See ( with std, end plug Improvement ; std gale. steel pipe INSTALL 55'± of perforcxtedj --11 Section A -A on - pipe P 9 „ �T-' riser as shown I 27 -(c See Section B-B on Sht, ZO V.C.P as shown along � ` II this sheet) - -_-------______-- -- _ __- _-_ __._�____--____ _.._�_.._ WRAP with 15 felt 1 Improvement (See de}ails II I 9 SECTIONAL MANHOLE PLAN `L on this sheet) I tB II e Blow round line Transition wall -� aS direcf(e the 1/2t1 = 11_0tt engineer S I Gravel drain � 1 i additional deto.i 15 material J on this sheet) I - Transition invert IIn j-pjjpooap o 000Od oeoap�, • • ' ' -Optional 4" std i alv. 9 .f[ L t(• - OP`ob_ p^Cvy6 O-p..Q. Qo G r A. ,'D c� - — .. G iz 0 x X _- - --- -- _ _ - - - couplings 5 e -•.,...-.` _. -± ;� steel c o 4 i rn a, � b FED '% ' '1� ` I used in assembly of `�`� CONST2 LICT Sub- I A FL• 8Z6.4 ` FL.e25.o 4" � riser as directed Standard Plats. 14-7 4 151'B drain manhole t y "� Cost Irony �" 4r perforated `�IC.P- Fine a re at-e - b the en ineer R EVI S I 0 N S SAN BERNARDINO COUNTY 99 \F.L.825.15MARK DATE DESCRIPTION BY: FLOOD CONTROL DISTRICT Op (�P an{ INSTALL 20'# of �" cross-czda for - = (V nt N details this sheet ~ perforated V.C. P cis P rnater ial ± ! P�' FL.ezi.o � - shown (typical both O - WEST CUCAMONGA CREEK SYSTEM d d d' d dl sides -See details on Sub -drain manhale -� �• I'-10"' 1 Ul (See details on ,. v�; u) �I 01 this sheet) this sheer) -- WEST CUCAMONGA CHANNEL lJOTE: h107'E • NOTE: SECTION A -A Baffle 4 chute blocks and PLAN Ex.+rerne care shcul( be taken during Gate boxes not shown - -- -- -- BASIN INLET TRANSITION Side lnlet not shown• the compaction of the gravel and (STA 1+69) DESIGNED BY: DRAWN BY: CHECKED BY: (SUB DRAIN SYSTEM) construction of the concrete invert 1/4" = 1t-0't J.M.Y. K.D.G. S. M. R. / rA,61 Z SUB -DRAIN SYSTEM DETAILS I" = 10' to prevent dar'no ge to the (o" , RECOMMENDED perforated V.C.P. r 1 1 DATE SCALE. FILE NO. DRWG NO. � . APPROVED BY Z � / 10/70 DIETERICH-POST CLEARPRINT I0208 5-2-72 AS SHOWN 1- 201-P-6 21 of 211 + T N.O. WS-CALIF--34 RACT No. 7201 ht40 S f4_9 .