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HomeMy WebLinkAbout1-201-33couNTY O F —V SAN BERNARDINO t � ; 4' J� WORK ORDER NO. F01034 DEPARTMENT 9 a I cl oil 16 IS 110 11 a] ki. k 0 ul a] a PLANS FOR CONSTRUCTION ON, WEST CUCAMONGA CHANNEL FROM I-10 TO np O LH°l ANO 4 S YAAE� 5T TALF ww*uoo _ C1 —_ RRANAOA IT H 4TH STREET ONTARIO AREA � To 4Wt ANO ff 5T ST •ALE < .—.: TAIf_�. ST '�At LF'TTW — PROJJECT s WNwAternST �,:,• CIS �r e Nc No _ A*+sE. O jj_ awE�Rna t� FAU R051 n ST !— Sty' JOIAN i d`t { ' '1 AUA. tour I"� N AZA if"" IA� URGNARw LN mow :.. I � � ~{ I i R� � )AT ST R T - T ONTARIO t f IL # i` 1.- <' i ti :cs• 'ij, 74 a ORA ST w _. w-- _IL A FiORgj RA ST �.- I ST t sT E YT ,�__ ✓' iIINR `11 ST- y � A. I� St RAR —�� IDCTAss Sl �[ �{ - 1 ib R094 : 1 wx t FA U To L < Si ENWi;w:A I PJ.C'/F1C T EMNM Av£ gpUT HE RAi ` s d 0 - - ONTARIO ST INTERNATIONAL — — ST eoR mc• ■ 3 �� -U `� 1 AIRPORT ". 'ARA y_ RLvO _ N A - l ACACIA PA4 ` EENgT ' — _. o s; TII ' �.. UE RHEA I II *MITST LO-r _ ` - A LOCUST rRT — ` '�� .I-.N�R LacusT sr � LOCATION MAP raa � - W . NMLC T _ 2 ' NAKCJ- T z m w!+ Q oEA%XLAT10% BASINS { fi ry g R092rjYimcelc II P• — �_� •..a s� ��z� j 1--i-V - -- - -- -- - - i t,,..lR A Rf AP 60 INDEX OF SHEETS DRAWING NO. I TITLE SHEET 2 PLAN 8 PROFILE (CHANNEL) 3 DETAILS (CHANNEL) 4 PLAN B PROFILE (CULVERT) 5 SPILLWAY 6 BASIN DRAIN 7 BASIN CATWALK 8 DETAILS (CULVERT) 9 PLAN & PROFILE (PRINCETON STREET) 1-7 CROSS SECTIONS (CHANNEL) 8—II 11 11 (PRINCETON STREET) APPLICABLE STATE STANDARD PLANS DATED JULY 1984: D74 D77—A D77—B FIO BI 1— 52 BO-3 APPLICABLE COUNTY STANDARD DATED DECEMBER 1984: 208 APPLICABLE ONTARIO CITY STANDARD DATED DECEMBER 1983: 106 SAN RNARDINO COUNTY APPROVED BY: COUNTY ROAD COMMISSIONER R.C.E. 18054 DATE FLOOD CONTROL ENGINEER , FILL N0. I-201-33//-9 A t y,. i,- -Iz Ste+- chi-�. waa1- cnci T'/G ; �- i n cc-t- G h _ _ t i. PROFILE , r • • LE 40 _ SCA =HOR1Z I V E R T. I"= 4' 9+00 8+00 7+00 6+00 5+00 4+00 COI.IST 2 UC-T IeCB Cu (\eri- - �S�c A for pc+ails REMOVE Ex;gt-irec� 5�tllwat-) I drainac & Sf ruoi'ures i i I I J� atiGi \\ I II I tU00"00-•(II" w I 4 I � I I I I � I I I , I r Cc)u:5T2LJCT- Basir, S i Ilwa I / G�rci1n �5Ge- G�rw� 4 or De-,�ait'S) I / I 1 EAIZ-T' �{ DISP05AL /.�(2r=p� ' (�op+i ona t 3+00 2+00 1 +00 r-- cC Sty. 0+38• IS -v- xmip. 0+ 38.30 41 M C T Ex t Ott r1 c.:v I veer- -E- 0+00 i2EMOVE Ex ►3 10PLACE 0.25A.G. Typo. t3 as p Shown and a s d i rcGt•cd by � +he E-nclineer (Bo+h side5� w . i2EMU\/E Exis+'inc� rail � wire. \ � reve�-�-,er,}- as ne.ccessary F.. :N for GorlStrVG� tpr� W COtJST2ucT Cleanout�irvLf�re- Per W III I Caun+t) SA-d. 206. la=cess manhole REMOVE Existin s it1�,�ca� irk +op of s+ruc.fure. "x,"= 4' "�)) _ 4 v'_-l.3cl � �t rUGtJrG � � , S rvG+u e Exis+incl +ran5t�tvn � 3 ? III Q II I =nl&-� FL.10-12.95 Ou}le{- F"L. 10-12.�3 6' U O 1- F i t tom+ f: L . i-o sp r t n q 1 i r� e• v � pt pe. 5 16• I , to � 0 Final Pay Qvani-it'y 3.'j c. QO r - — (0 C �I dl o LID -ALSI^l Iei- :cI.n •�•�4f6i 'p n 2.C.P n4CL"NS'OU-� x=US °C � —x—J p-�O ts �I O CxJ W, o V i 4rv.I 3 fOr octal Is �_ � 'C `j. ►— I i i -- 2 - t _ —x-04. - - �x GR t � 0� Curve Cpapa � >n roOO.� I a 4 .9 COUS► RUC T Channe 1 �cc -ion `• r c I -�► �Sce drwy. 3 far Dc�ai l5� v co 9� C 1, C01JST2UCT Channel access rarnp 8r«ecl. 3 for DefaiI H (� : _5 fZ/w Srn P . R/W 41�'�' Vanes 4c� Var1GS Gph►STRUCT Curb u%tcr sid�walt� I t pave me r-, (See 0%,qc1 . for Dc+•ai ls) , r IS 12.4-2 12.¢2• Is Varc!•s A,VarieS 13 �15 1 varIGs Varieg I. V O I►.IS-TALL �' high l ink fence.. a lon q \p4ajN5j MARK DATE 1 Per Si -at e Si8. Ft to •� C-hj p. bo+h s ides I III F1rv1= i lG i . 1 LAN SCALE: I"=40' i C0Q5T"2 UCT' than rt�t PROJECT ENG (Sc� drv,ccf..3 For Dcait5� R.H.C. 33 33 CHANNEL SECTION ` SUBMITTED BY NO SCALE RECOMMENDE APPROVED BY �I + L E Qj WI w .1 DNS G�RRE S �- DAt �NG1NEER �EStOEN � �EFJ�L. PbST' Z►JSE2TS FEucL POST I-W5E2TS �5 e� no�-� s -4' h i � � r�ICJ •) Syma+rival about 4 I Z" O.C. .Q • -{= 2•. 2.• IJ O T E tnc-k cleep, -Fe-- r v a l s. Fr -on f fa of Channc--I tinla l(s and 4.' = �laor, to the same plan: o o Sha11 �k�"end �a �vi�hIn �►rxc�eS o� ?' in�crse--c+ion C) wall and oor- May (�� for mid by r+ or by co,- #�@ 12„0� u to :. �'- o' SaW t ►-1C+ . Q l #4@ t2 O.c. *-A @ l8 o.c. Q •A • _ - L 3.. � #�@ 12"o.c• „bed. G�r. I Sp 01GG�' �%l�r 120.c.X g, Q•. %O 1 L FE7QCCz POST Ihi51-2T m I,Sc� notes+h; �dr\Arc{.)�@ 12"U.c. X CHANNEL SECTION a I• I/2" = I'- 0'' � Sta. 0+38.15 to ii- Sta. 5+87.63 N� add 4- C+off' 2) • : � � :.p "'" � � U Wa I I RcIr)4. nc)� shown F uc E POSTS I ►JS c2T� (See nc�+eS�h►5drvtc�.) ---- SEC. L-L t %IF. -Lj 4 ' #4Q 4, 4. • �, - A .��, _ �.o .. .'. - 'tom 1 - �• - - - - •• � _ _ _ _ _v - , c-tr- Splice = L -4@18 O.L. Re k rN f n o t s how n add # @-- 0J 5 n-) (a+ r• 'i c a I a b o U-t <t-- I -7�'- tia-21 , i4"oG4@ Ie'o.c. -� ems@ I2"o.cx/ -- _ �:.:h'� .' �' a ._� ,, _ _ '. J .. _ - .:•,9 _ • �. .,�•, _�.. :.�- - -�__ -• - .�. 4. 0 v� C I 12" 12'-5" CHANNEL SECTION (WaII Transition) 1/2" = I - 0' Sta. 5+87.63 to Sta. 6+33.63 In roven�el- 0 N N G 2 to to + S + + -t- = T Lq L L 2- t5 Gags P,r Sta-re-- 5t6. F 10 15 - p., RAMP SECTION 1/2" = I'- 0" STRUCTURE CONCRETE AND S on eaoh side 6 - v,. Add 2� 8x 13 � Wa t I �?o*1n-F. nv� shown add 44 @ 1 2' o.c. x 3 on eaoh side STEEL SUMMARY, 3 DESCRIPTION CHANNEL STA. STATION 0+ 38.15 TO LIMITS STA. 4+26.18 WALL LBS. HEIGHT STEEL CU.YDS. CONC. 8 FT. _ 167,447.40 8 FT 27,777.90 ! 645.85 CHANNEL STA. 4 + 26.18 TO STA. 5+87.63 261.63 CHANNEL STA. 5 +87.63 TO STA. 6 + 13.63 8-10 FT. 5,079.80 45.20 CHANNEL STA. 6 + 13.63 TO STA. 6 +33.63 10 FT. 4,183.88 45.48 INVERT TRANS. STA. 4 + 26.18 TO STA. 6 t33.63 - 5,409.30 80.56 INVERT MISC. STA. 4+52.00 TO STA. 4+90.00 - 730.30 12.58 RAMP STA. 4+90.00 TO STA. 5+87.63 8-0 FT. 6,745.00 85.83 CULVERT STA. 6 +33.63 TO STA. 7 +01 .63 5 FT. 51,024.04 332. 16 SPILLWAY STA. 7+01.63 TO STA. 7+84.63 VARIES 18,923.58 203.59 BASIN DRAIN (EXCLUDING PIPE, ENCASE MENT,COLLARS) VARIES 1,534.58 12.36 FINAL PAY QUANTITIES TOTAL 188,855.78 1,725.24 Channel invcr}-_ BACK FACE V �- ILJSTALL C. high c haiIn link fe.noe a1on,fi ram F, Per .State. S- 6- F-10 PLAN (Access Ramp) I`1= 20` FRONT FACE 4811 INLET CONNECTION Add 2-8x ►1' PLAN I" = I'-d' (r" Pr i nce--1-on V? )p) :� �' �•. �� �A,11 mat ts) 9„ If 41j• 2G6 0--1n-F not shown SECTION 4 3 on each S'td�. t� -o" ENO `oNs C, ENG�NE�R RE GNP � I`1= I1 `1 -0 DRAINAGE INLETS (FINAL PAY QUANTITIES-2.6 C.Y.) (MINOR STRUCTURES) CONSTUCTION NOTES: I. Face angle anchor per State Std. D74. 2. Gutter section maybe poured monolithicly along with curb and gutter. FENCE POST INSERT NOTES 1. Light weight metal inserts shall be sheet metal tubes with I. D. 3/4" greater than 0. D. of pipe used. 2. Posts are to be grouted into inserts using neat grout of one part cement and two parts water. 3. Line posts - 12" long, light weight metal inserts. 4. End Qosts- 18" Iona, liaht weiaht metal inserts. REVISIONS I SAN BERNARDINO COUNTY MARK DATE I DESCRIPTION BY I FLOOD CONTROL DISTRICT • SPILLWk\Y C0QtTRLJCT0Q ;See Drwc, 5 for Details) CULVER-T CC)USTRLJCTIUN - -- _ (See D r w cl . fo r f_e to i 15 ) Tc�2 of Le \iee_ C0Q5TRLJCT 4' cut-off wall in floor E.L_ IU88.55 and walls (se(t Drwd,5 for Dctai IS) 10C)o C0Q57RUCT Inner wall extensions n COQSTRUC T 4.' cut -off wal I (See Drwc�. 5 fc�t Details) teat. 3 See- Drwcl. 5 for Dc a 1 S) tc) 3 Basin Floor S = o.© 100 s:o F.�_ 10'11,QC) 2333 — --- s=o_oiso Q7Cl) ,g ,6 __ r-� � �� COUSTRUCT 4' cut- off\NalI IU�O - --- �o ch " s See Drwg.8 for Deta1 Is) (n �l li U _ � � cam► r r g� c mco 19 1319 W L L: V ci - 6 PROFILE 4_ CP-j HOR. I"= 10' VE RT I"= 10' IWSTALL Co' high c.ha+h link fence aloncl walls Per State Std. F 10 f�rr 7M I I o CC�lJSTRUC T Basin drain in ref (sec cirwg, Co for Details) F ConSI �vinf II�JST�4LL 4`nor-I�rfarated Plasfl� Uncle elral►-, �; . p. E I (See jrwq. 5 for i�etail5) tip. both �i� eS Ij I C; E Princeton St. C)+• 8S 1 I I►.1ST/aLL 4.",#, Pe4, at.ed I Con`t. J�oir) Plactic UnLie- rc+rsi1-% r w fo r C�fa'I Const. jc�In4� I I f j 3=1 COW5TRUC `T Cellars 5ee- clrwcl. 6 for meta i I s) N cv O: toro 004 I 2 3 ' � L► � i���\^5 t a . O + O U � ' � Lonc rac;�us W" bend (_ty P) COLISTRUCT Inlet Connection (`gee drw9,8 fog Details) // T 'N _- 0 i w 2 4'--T z TQ5TALL 3(o" R C.P. (1350 D) with encasement (see_ drwcl. G for f= 4 3(0' R.C. P. Curve Qata A = 45 0 0' 00" 7 G r COKJl )TRUCT Co' high chain lir�1< raif�nq alone{ ara(�pT V,ali5 per State Std. gI1-52 CtyP. bC-) d ) 1 ti Pt I COiUSTRUC T DrGinccic In le+��> ( 5ea 6rwC.I, 3 � 5 fr'r DetaI I-_)) 1' Cc 7T • 0 N �s L_+j C,� �G REVISIONS SAN BERNARDINO COUNTY MARK DATE DESCRIPTION BY FLOOD CONTROL DISTRICT G WEST CUCAMONGA CREEK SYSTEM 'NG,N��� PRINCETON BASIN �Es\oEN PROJECT ENGR. DRAWN BY: DESIGNED BY: AND C U LV E R T PLAN R.H.C. K.J.K. A.G. SUBMITTED BY: I"=10' CHIEF ENGINEERING DIVISION PLAN AND PROFILE RECOMMENDED BY: FLOOD CONTROL ENGINEER DATE F.B. REF. FILE NO. DRWG. NO. APPROVED BY: �f 6053 FtooDcoN oLENGINeR 5-9-85 J.L.N. 6088 I-201-33 4 of 9 GROUT I '/'2° ,� p� pe hand rQF I in 2I.D.x 10" light weight metal in9er t5 (14 gag. min typ.) _ N d bars ra) 12"O.C. Il I) X.v 1 I G _ 14clr. 1*5 bars ta I? 0,C • x N `9 4 bars x C(total 8) stem Gui cle. * 5 bo r g (D 124 O.0 BASIN DRAIN 1/2 I1 _ (I— 011 2 / Gate. Lift EMBED 3/40 x 12� anchor boltro (tot. 4) with he" Vk L/Zx 311x "x 51`GN(EXTEND ends 3" i nto wa l 15) Aw 3/8- x 2"x 8'-91, Grate bars 9' -%z."x�"Anc.hor Bolts C.0 . (total l 12 s Cast in Cone. total 2 , C � , u-4 i/'2 (0 x 4'- 11 Wtie reds threaded a both ends with nuts and plane e washers (Tack weld o It nuts or burr thre�od 5 oftit tl hen- �- t� ti W_ t�1'x 3''x 10'(bo+h s;des) ing unit secureltj tot 3 /8x 2x { " •i-1 fiat _�- . 2 each °Side) '/2"nom. dia. x 41/4" pipe s Top of leve e cers a betuaeen grate bars O tie- ro d s (tot, It each tie rod l R, ;. ;•� 'b!/ jjj S' r a d i u s off- EMBED 4" C ADD *(o bar5 0 VZ "OC • a � ' :�..� D` � " � ► x 's ttotaa i 10 . •a� , rti Q ` ``� �5 tbcaat rt5)6 q•J8��4 . I 2 IOC. 3„ �►a: , `J r p �--- 2 hole. O Note All dimen!blons -shall be- verified with the date k Itft manufactuer. 0 It I '2 12 Y, x I/4" uu'i t h hole-S dri Iled to fit Waterman 2 P lift (rounded corners) 41'- ci go lU std. %+e,el pipe i 3" CrIv . std. Steer stem guide /-- 1/4 steel plate .v 4" 3" -- - 2" hole © t 13/1G holes for '5/4„ bolts (locate, to fit- ai ide hex nut and flat uw cazh¢ r. gated I Rovt� h finish on top _ _. _. Iki &1rAJ I �otet-man surfAce of latfornn' _ - -�--- __-_�_ P aT- I hondwheel pec2estca L 'L r` * (o bars(see section `� I wtth 24 4) hcandwhe idI i a i t/2" A Stan or appro� TA v GRATE DETAIL 1 1/2 11I I_ Qu 15%im. obout t Bonin builet G"00 \G �N STALL I i2"� std. steel pipe -)dreai i w'ith welded joints d• -1ft f L..• t' STEM GUIDE DETAIL ` A' a e PLATFORM DETAIL 1 1/2 " _ I t 0" Reinf cone. collar * �i bares 12� O.G. x { S bQrg I'2 O:C • . 12N 4'-EI 12" . 21 INSTALL stem wide 4- bcar5 coot. (See detail this ,clruuq) � (total 1'2) — �_ � � __ cv � e � ;fl---- �' - Re�nf cone. cot for 3 cir. Construction joint Iv PROVIDE 2 - "x 2�x I `-o • (location optional _ 13�R� based ono rove► j metal strops (weld � 5'-Co" " � p. a Fa P _ to grate a s shown 5 bor5 x -- - t by the Engineer] fiotol 2 �'� t a�"+RAP. � Q. I? INSTALL Grate {see detcai I this drui .1 Toe of levee is %o ---- _5v0.007Z5 Q� r' b 9»fillet "4 barb 0 12NO/C. - 4bar 5a120.C.. 12" -- 4 f "4 bars 01 a„ O.C. x Q bar •?�; ADD * 5 b a r a ADD 4 bears cart, and\1"_'Reinf- cone• e.n co sem ent r- (total 2) ''; none. encasement portalle.1 to tope of wall for entire length of 3C�I`� R.C,.P INSTALL Waterman 3{0» � 1 rnod¢l C-20 canal date '; -- (r (��-- - 4 bars 0 12*QC. R. C. P COLLAR A N D or capprovQd eq jo I 1 '5"emb, so _ ENCASEMENT DETAIL 5 Q+95.Ga4 R C.P. N oa -__---___ _- 1 /2" 1 I_ 011 3ro� R.GP Construction joint (loceition I~.l_. .�` �� optional bored on capprovoi bLj the E n i n ee r} � . o fir' .14r i 4 REVISIONS SAN B F�NARDINO COUNTY EMBEDs/'4*� K ION anchor b©lts MARK DATE DESCRIPTION FLOOD CONTROL DISTRICT l t with heavy hex nuts an d XTEND Ion It'ud;nal ervco5ement f lot u,>o5her,5. Locate to fit WEST CUCAMONGA CREEK -SYSTEM 4 bor5 0 G" ©.C. 6ei nf, t'5" info b¢gin ov+let canal 9atv' (total (0) structure - PRINCETON BASIN SECTION �--2SECTION1-1 _ BASIN DRAIN DETAILS 1/2Is = 11-011 00 s 1f2"---� f.! thread on I1/2" pipe. Premolded expansion joint / material SECTION B—B. 3�Y= I�—p�Y Y IL - EXPANSION JOINT" % - — Y " I I I i• I i { l ' I SECTION A —A 11 11 BASIN DRAIN CATWALK 4draif INSTALL 4" x 1/4" Kickplate HIDE 2" (max.) hole through twalk slab to fit ll/2" pipe handrail. - a `OVIDE 511 (h x I" steel collar and thread with a running thread through steel collar. a :a 1'2 - 0 12-0 _T 2 bar s C.C. 7 i-.� o r b r'D 12 O.C. ro b a l a ? O.G. x - f � - k 119 Improvemer)t 444 C\j L � 0' ........................... t (ty io 4 t5+rlbution bari; but ion bars (tot.- 1, t_ *,I D r 05' O:C 4 bar5 0 1 e�' O.C. t9l py-1, 4, bear-) (5 't 2 O.C.4 bars � O.C. D fcr inner walls1 Conc3tructfo 3 _0 (0-0 1 bLj the En 04 *stributttor, bears di 7" ­440- 1*1"4 d(-5t.ribution bar,�o Jbi A 1 0 e1 r, t-OLAk.t: weephole5 � #0-0--- O-C, in culvert wails as ,,houin per State- Std ' BL -3 without conflnuou5 perVIOU5 material. (6 bors 0 12" 0. C. 417 b a r % & 12" Or,. x -,- / TYPICAL BOX CULVERT SECTION, E7 L N '*4 bars & 12"O.C. (Dn- �'D i n I cal iv 7 Re info r-6 r',a in +r-)p -Job rot Shown, X rZ jo!nt(loca+ion 1 �Qc cry approval ineer) A D D i:,- o r 5 x cl ADD 2-*t5 bars centered over openinc3 E L. 1O80. 57 %:5i� a --h 0 %310' P& r State '7) -�'J- f�-' I 4 bars a c x I Li U (tot. 2) ' ider) +ical tobou+0 parape+ 4 h. C (t� (t_- Imp St,�, (o+ 68 -to -t_ T m SAa 'Gi 4G 9 �c tE­ f), Pr ; <t- c e-to ri 4l- Ck CL r\nl -7cw 1�ta; 15)j bart (tot, 5) , •� _.-:^. �' � ` . -;' ., �, .ems .•: � , iLv bars (tot.3) 05 barb 0) 1 c re, inf O.C. 09 tLj P. not shown J01" nt in W011.5 Con'5truc-tl cr) joint ire w a 115 0 r" art RC S. rcwf 0 n -47 1­1 f oo r 'StO4�' � 01 �03 not -�bh 0-.� r) 5 to. (D -t- G 11 L .015 tq Rai .."'V f'o joint ITS ftoor 15pillwag f lour ---- 01 q f7 I iei (ty P-) 0 lz�; C r. rr bars ( 5) 12 OL N w 0� O\0 S E 12 RCS\O REVISIONS SAN BERNARDINO COUNTY MARK DATE DESCRIPTION FLOOD CONTROL DISTRICT WEST CUCAMONGA CREEK SYSTEM LONGITUDINAL SECTION PRINCETON STREET , - - ---------- - - - CULVERT DETAILS DRAWN BY 1) O./_K.K.I CHECKED By R,H,C APPROVED BY SUBMITTED BY DATE SCALE FILE NO. DRWG, NO. RECOMMENDED BY 5-9-85 112= 1 �y 1-201-3 ox q Ak"l, wim 1'2 b a r (3 �2 O.C. SECTION K—K ReInforcir-9 not �bhowr) R.C.P enCCSeM(2n� rei'r\f. r� 0 t h"n U-) -j "5col4' R.CP. cars F_i, 12 O.C. 4 bar 5 2 OC, (+t4P-1j TqP- R.C.15, re7mforcin3 radius ow K S-a, 0+00 RC,P. INLET CONNECTION .y 5 iit: ,. a yy r y .. Yam✓ .. ., - wx r. .. ti e. • . •, :. -#7 _ a- >.. '_. .. t } wy. � a.'.. .: .._, f .sin. _ .., " x ,. ,` >. , G�l . :v .., 5. d, _. ... .' '.. i i ,.. _ .. a ,. '. _ _. �'. .1• � .,. ro.. `.. A►' �r..... r ,r .. �. is: .. .. ,c. . .. 'i5 r ..!^ .�a _ ... .. ..�a. .. ,.. r,. `S.. �.. ,-.�a ,.."4.. :. ,.,. r. ,ate »n3�rv. u..... �. ��:.. K�'.. ..... �.: .>. _.� a"•,r_. .. �.rc- ..