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HomeMy WebLinkAbout726-D i a v a ff t SAN -BERNARDINO COUNTY ' a . FLOOD CONTROL DISTRICT GENERAL N "l, All materials and workr:ianship shall conform to "standard specifications for Public Korks Construction'°, latest edition, and any applicable standards and specifics- tions for the 'San Bernardino County flood Control District! and the`City of Rancho Cucarlonga.', , 2. location of substructures as shotirn on plans are shown from the best available in- PLANS FCR THE IMPROVEMENT OF fortration, however, such locations as shown or failure to show existing structures shall not relieve the contractors from responsibility of verifying the location of and protecting all structures encountered. 3. It shall be the responsibility of the contractor to Contact arid make t►ecessary ar rangements with the appropriate utility companies prior to the beginning of Cons- truction. 4. Dimensions from face of concrete to steel shall be lit clear, unless otherviise shown, S. Dimensions from outside face -of blocs', to steel shall be 2",,, dear. unless otherwise A A CHANNEL + shown. R I !6. Construction joints shall be per San *Befnardino County flood Control District Stan- dard Plans S.P. 165-S.P. 165-C. 7. longitudinal steel shall be 'lapped 24 bar diameters (min.) at splices. Transverse CITY OF RANCHO CUCAMONC/-1 steel shall be lapped 40 diameters (min.) at splices. 6. Transverse construction �oints in walls and slabs shall be in the some plane. No Stagg ring of joints wil be pennittFed. Transverse construction joints shall be bornial or radial to construction centerline. 4. Transverse reinforcing steel shall terminate lit from the concrete surfaces, un- less otherwise noted. a 10. Exposed edges of concrete members shall be rounded or bevelled. x 11. All cells of concrete block walls shall be grouted full. i v HIGHLAND AVENUE FREEWAYqpptovi�11,1 0010-40" FINN AVE. TR.117$I € �' � , � PCS, • s , 18 TH STREET TR 11625 3Q �7 may# BASELINE tr STREETal(.�5.��� 1� �'.•._, Ct"TE, "q"�5 trt .w{N sl* a.aq ttttiil til t, r� PROJECT LOCATION MAP �, t, µ' _ • , s �. _ i�a•T 4t �yly�- � +ky•l•�. '•+ '.� u•�,ft..1,,. . IL> yty �'1:a i - Ap ' REVISIONS AN ERNA�t�INO COUNTY NO SCALE •rt> � , h , • �. , ; V .�, :�n BLOOD CONTROL isT��c MARK DATE DESCRIPTION BY J F. DAVIDSON ASSOCIATES pRo�lrcr ENOR. DESIGNED BY DRAWN BY C�hf� ttc'R9�CH0 Ctl DlY6A CIVIL ENGINEERS — SURVEYORS — PLANNERS J JFD] U RIVERSIDE O GOLTON C] PALM DESERT p TEMEGULAASSMAI ES SUBMITTED BY /�/ � � (714)666-0644 (714j 825'1082 (619)346-5691 (714)676$335 ( C. CHIEF N 1NEERIN MSL APPROVED BY: RECOMMENDED BY LTA LOM DATE: Si I TROL t EER i REGiS1ERED Civil N0. p8 , DATE SCALE FILE N0. DRWG.NO. APPROVED BY _ '� DE510NED dr �'�� PRAWN dr CHECKED dr O FLOOD NTR Nc1NEER AS SHOWN �2 Q l �� Z-9fi7.4V'R6ft 245'/i 7. ........ ....... ......'777= =:77 77 '777 7==........... ....... ..... ........... ......=7 7=-... ...... ... .... ....:7 ='7= .... ......3AC.36-=77 W. 77 4 v -1" == _!7. , - , - -1 77r:,I Roja '42 CIA lroli J-7:7 77 .......... ....... ... ...... ...... ........ .. -7:..... V�j�-V 9 T .... ....... ... .. ...... IN A-77---7=7: 4 7 ov,'7= =7 7:= :7- 7.... ....... 4 IV 7- 4 V.Z AL.8 7 'i 7'��'i 7... . ....... ........ 7= 7.. .... ...... 7 K....... .... .. ...... ... .. ....... ...... ---- ------.... ...... .147 -3 77J=1 = 74 I. ..... ..... 'V*::*=, =7== =7... .. Li.... ...... QA 7= "=77 K. ..... ......'77-7 '77 ...... .......... 7-7 .... .......7= ...... 4- 4-4­�,­I- 7 I's jz to ALL 17 e%&K V4E 11� A 4 0-4#0314 7 11 I- ACT 76 igag/a/v MC 79 4"7 COM679410'"0 -.*FF 101-1-NAY -A 11 9,-- YJFA�7-I 'Nit&N,A�Mz l9A11s11e1ErM4 -0. 177 A /J// 4r IV) ItA Y"os4o C,.v C,A14,t 7' IA lv/lv�_ ICY T&C7­4'C. /r Mo 0/t/ v lb C'%01i4c"WA,IA 4 Z )T Z;xrz7,vp r 61AIM 7M 40A vZ 16,qr.6 "I;r/A'ro k-A40�;lllll R4 A; clawal P�C P1694_0 -7,A, 16 6t-c7l // OW61166 0 1 � �'� l!"ll # . A�lz,WKIM&C.1 V PC7A 14 6; AA !T).it IL 46".5le-le,I'll itr We 'ot -49 6;.%.11 tl 4 7 7.e2'7'41J 1004/1, 4jfVe 11OR7H 16VEE fo % 6ee,q A lill"RelooiX P4EO&PN.910N 1011V T"I 4 TIM 114 4(f YP,&C,'711 Z A 6.5) ki q He r, P,qp e&V W46 4>/V REVISION$4iv 11 SAN 13ERNARDINO COUNTY BY.L.-I I 00// 149 BY FLO A) ED I i) MARK DAI E DEESCRIPTION OD CONTROL DISTRICT CONS7 /- /d 4-4 IF f 410 47 CCNi/I 110 C. 1po 101c Cl,-&Ofi M (C- A01 efVla-5 C.MY O 1VA0/40 CIMMOA16A PROJEU ENGR. IDEVONEE) DRAWN BY MV.576410- 6&441N. CONCWC CIVILENGINCERS SURVEYORS - PLANNERS j FIB]vom mys Z&Ve J. F. DAVIDSON ASSOCIATES IMICA I CAP Mle 4 AA IV CULA "MiTTED BY *A17A L OMA CHAIVAIR. U RIVERSIDE 0 COLION 11 PALM DESERT 0 TEME F4 14 N I P,110F14 c Z'u 0.C- t kO 7_H I V,q 05 Mft),yC,d q4 V '4714)686-0644 (714o 626-1082 (09,346-6691 (714)676-5335 et 6191Y exl$-CHWA84 Ivo mc v CHIEF ENONEURiflo DIVISM 607H K411� T YPICA I 6EC 71'0A/ 5;v&%ZX1A1 APPROVED BY: RECOMMEWED BY:Ne 6wr ove.,T&qi,' 67-4. lo?V-00.00 70 97A 19 49,M DAIE. - '41,Xtill ASSIST.FLILIOD WNTROiAKOMEER SCA11 F I L E N E)RWC,.NO.REOISTEIZED CIVIL NO/P&' 008 APPROVED BY:I IT 74 AS SH OVIN 7Z CZ. OF4 by DRAWN BY CjjECvl __[E FLOODCONT CENGIN R -- • - v 7E. V(fk•.K h y Q� r STO N j;jV(, V, 1161 - Th,E h, l/ tfi Tt� //7efi ... ., , R 'Y Ac. RCL 6_ 1�9E�T (t41�h`G�gryG OtY tQf.B�tOfi • P1KD -�t�lMffi�✓EM�'NT.�r' • ''; • ..- �'Elr�f� � iZ�� 1�' Pc�R //78/ ' ' : t • !'` CITY $TdG 7"q Or j,/fILC,�ING 70 S .+• • , f f + Ej`,T/fit`• RElKf� �p/}lllTllC /��, INTO CN/lNNEL . ►Exre K I ^- �� � �, , GY>NSir�lG7'�NCf�7& � tap �'� � .� 'F ' ' •' • : �� ,A sIQE 6EE a Al- ON z - W t5HE�7'NO ,�lA.ror? a p !>GTR/L h yC�T lza 11 Al-4. 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' U: _ Fi' f/E� lam' ?'B`'0•C.x,�d; SHL E /"°4U' (!c 11.4r� �W �, �� *, .,. ,�. •v,``� � 'q -f RDf�,�U _ �' - - ''• �'�C�C�T�fit 3l - f • �'ivyi<;a•` `: .. 1, : 4`:` ''�•'' .eta d,• T' Nl CiIY tIOG�SG4/ C) 6=700 ... a, . . •a :.c s�+ ,� `.' a• T�p •�., ,. =:i:.'—• .�,C ti's' . •.+a-s •' •- .` 'T"6 f '�, i+'`--•ry..�+ •L'. �T•••v/ � � ♦. R - - .. r I� F/iY�BNEP P.90 .� �: / '•;� 00lN �/Pffifi� :d. •.�71. 'Y'• ��7 00 L�=B!°4/' Q ,:r: G1`iAp� e a;�. "C� ACL ✓ 9Mf G=✓-ge, 7=Fr•PE' 711 A•' * -CONsrT��/Cr6,`Gt7NCf �. ;aorrizErsrl�/CTZ/ FE- E V"770WA� � r f�l1TCOT ST CINE/�//T .er :a•. a•' a r� 96 CUM �C t``C '1 4v ... �rA /0 `5900 t0 srA. 9.00 Cir f�Nw/Ir iv Low sio ,(� fi�` s' �` f ,�• r 1 ! w.. Aj g'1• B1` "'c j'�At x'.:t-.""$• s t • f} •• tF ♦ , •. • 4y N�t4 + 6.•4�x3KF-y ;.yi•`W. .hYX fF [",•'*..T:. ,�5 Ff y65 f.:. ..E •. k * ! , O !� �. , t tFU ixr � A r y g rY _ M . ....,..x..,k .%.,s - .,..z_ wwYY * , (4 -� FItYISNE!'�'rR 9PE Off/ �l i f.. a�o�t�a�o xrtrslvw T�� �`T101�/ �� sT�ucrur ,t �r- �CTIO�U-tl CK/�NNEC t!l�INT 1r�9T�Rf�CTYP fOTT�s/OEF� o. , r-- -P�40PY�5'En+Gt�NG2R�r l3E; rlO.'1I t'HT. , _ v. l ra Tp r�vslrro�v �-� uA�zlEs,roz�' rr�v .% _ • ' r�fnr! G Att A�vvcN lav REVISION S -oso� .• CaWv S N E��f�I���t�tt�� C{�UA�Y'1� N/SNE�P P • ry'� "''t" '- -- GwSf/EBt NIS �ITYP N1Afi�C DATE DESCfiiP 10N BY FLOOD CONTROL _ TH /nom. "1� AGY PIV9l1'A7M Per.4ll _____�_ ' Sr i CT IVOr Ta SCALE !7�l f7 4V��/J'7 CMA 4/ Z C. 457',: -----CONSr^11 �;� GC�NCRE7&�'6-0s �.p +� ; • o• .•�,: hl ����' �°"Tf'F' liG4YTf'PICr9G B?7N,�/C�EfiJ 11ll5P1VV6W6 NIT � � ti�:,• . .. o. _ G�IT�'�OE FRCS ��:. 5 J ��`, DAVIDSON . � . .. _ •' b' [FIB] PROJECT ENGR. DESK 1E0 BY D,AI'N BY CIVIL ElrtCafNEEf7fa - SURVEti'ORS - F'l,f�NNERry 7A- 67- a T Ct(� 7t�(! 1G tL E C7 CQITON D PAL!+d DEQ E1it TEMECJI� 'IA E SJBMIiTED BY. . � � !Zr O.G'• �4�68fi�Q3d4 (�t4;E25-1C8. (6t4,346-5551 (714;6T6-:335 � � ' e ������AT9��Tv�fi,� ' •� Cf�i9Nl� L 7"f �a�lllON �,PF'RQYEO�� � RECOMMENDED BY; a � q 5E'Cr/O/v �4 r 12 h DALE: -' -� i�- --•� z��iE CON EriGthEEtt pr^.YE SCALE FILE NO. DRWG.NO. h �9M. tl,1-35:00 70 SrA. /jP-/00.04 4015tERED Ctr1t.N (a00B APPROVED BY: Rt��l LISIONEC,EY [ A N tr CHECKED f l?CR GURQI E�GtAS SHOWN NEER _ . _ - •w. 1. ..< ( , �.'' i 4 5 . ( t 1 f _ Z _ 1 l �` ?. )" ! 8 3' s. 1. 1 t a., .. r tt t i t , 2 t • - , � � ,.- - -', .' � % to r t t i' ss ' :.. k •," • ,. ; '-. .. .. a .: -_.: i .. i ' '� � : Y.� 'r' rk - • ,, .. - 1 - t .r a I .. - - - i' - - i t- . f _ , " .. - It . i 1 1 f � i. • • .. f. .. . ! - h f _ a .. l. , - i . 11 I CNR/N (%NK FENCING1.` � 11 . > . !GN /YEE C> . HE T 5 AE -- r A ! , . I I � I . I � , � I � 11 . . .- I � � ,t " _ _ - .� y i .+1, - - y . A. f r 1 y s _ _ / I . I � I . . X I^y+_ • i S. , - {1, - 1. 1 X ` . i ` , i K xV , f - \ r1 \ .. Gf/R%N INK N /NG x C c , ' C/1RIN C/NIr TfNCING i - , . - x , , . CHA/r1r L/N/f PCMC/NG .. I: HEIGHT R: NEEOED x • x 7. , . ,, 116/0)17 AS NClEOED , IIE/GHTAs NEEv60 h - ! PRP(//OE P/PE. z �• 2 a 5C e�EVE. \ M 1r� P PDS O',l�/N/ E RADE x l9 xa._. . ( SPD E SN 0 C x P OPOSED fi/N/Sh!ED..GRAOE �i`� . B :1 X , P/POV10E P/J'E x •\s 2 _ . PER TRRCT.1176t • - �: : PES TRffCT //'T``/ - 7 I T P. - 4. 4 ROP SED F1N/SHED GRRO , . . °�- . SLEEVE , F � � - P D - E • e - - I it f�D lPE f' *I AO i _ i ' , , •a � - A SL EEVE .{ t � //_ - _ _ .. 1 - \ /-// P ✓ FP! E h M �.� 2 _ u b f3o /P P V. �/ x �\ ?#4 ARS CONT. /N SONO B M I SL _6 E „ S , , Er4 T} r' ,/ R r ! 11 , X. 'o L,3 r 4 ! L�Mi . - - � I - ♦ k - , WRVS „ � , 4 t• g BOTH iVRY,S ,� t� R , �i - 4(�/8 O.C. it 5 BA 5. . DUTS/OF r I 11 /ON BATTER I O I'1 „ . `, ; BARS . t ., / PREMOl OEO.F�'PRNSJON , : 4 : / f{iV //�/PT ,� b01 : /P`PE/YlOLO 5 � � ..� ✓DINT MRT P 4 ERRS CONT. /N r t✓O/NT MRTERJAL `(Tr ) 6"CONC. f1CCE3S RAMPS 1TYP. _ 2 /PfiOF:�SEo f7N/SffEo % # , ', i• s ' GFL40E PEtq TRgCT' �� 1 .1 , , I PIeE OGOEv EX- $ONO BEf1MC TOP DF 6„GONG ACCESS RAMPS N f OUTLET ✓/'T/YUCT(/RE SEE 1161F5 P Sl0 dOINT'M41EfVf L/'� t` ' X STIR - - T z f1N YP.) /?" /P'BLOCK OR 3'!OD`VN, •1 1 f OUTCEI$TiP!lemfcr SEE SEC. R A.ON SHEE ND '7 Tl 7l ' fo CONC CFV6C SEE IWOM TDP Of 10441. ` ' • SEC• R-R Y.C-C ON SKEET; D.SDY.M/N.. BjiTTEK 0.50%.M/N "X"BRR - ' I. '•' ---`_`, l/?"fT - o: a; a b q 'Tf�PICRL SEC.- ON N0:3 a, l v a a u d' v: ,d : Z . 1'FTO/'/ ;o C - - n i r r - 1 • .• � 71711 SHEET NO. c� I/RRlES WITH SGZ'/Q A'EMOVRE!E 1/l=1�HJ s h t Z1 .9 u , ,I p a.• e: o' Y . *0)/ �'ST /511 NO ' r�� BAR \ \ '*' _ . _ - ..�=.•.. �,.. a TOE „ . �---�-•*.4_ I�. t ,/ . ' '�4 G�/!o O.C. r • a 4 As v r ;; °,` TED /N / A ti G PErffP,fff O.PA r Z O ST \ ^�' `./ ,4R o A. X� . i; e o !�_:..:_. ---- `4 BARS, CONT. ANT _�____;- k. W /of- fT S/4"UN/f0,fM1 f' `R-.-•--.--r- �• k. v P: o C ' a •,V i t o : • GRAIlEO tS'GTER,NIATHf'/AL, ° • h-�--. Y BAR ; TOTA 5) • d. � :•o P • H /Z. 0 �, ' 4 BR�PS CONT. 4 ERRS,CONT TOE ASF TOTAL. (5) ; • d Ts'P1Cl�L ALC IVAC L S,ORR/N '"'D19T.�' , TOTAL 6) - , - •-� a •. i TO DVT ET TNRO!/GH 11CCESS 8,4.6E �, o .4 . a { / BASE a , . x, .EW,W,f OJV, , /�f1GHT S/OE$ , i; TDE } - _ 1 . • y w . I , , t • t _ t , . k, % . �� ,i x BAR Igo CON�''fT�T f3C�• l/Y//YG ���f L f� "�' C ) ' „ " Aqz. Eh'T r a a „ n11" BASE 'T' 6 G:7t YY L & / ; . y,� �q5� roe X /� „ „ / T Y Y GIST. z 6AK ` . . CONCIfU &Xx ��T�r�INC /�!/A'lc 0/II5 f� y D/5r. . X O s „ M #_ [SFT S/DE� SrftT�o/1� /o>��082 ro/�f80.Gt� i STRT/ON . ` . 4114,66. WC &50718 3 -o o ,v ele O/8 N�GHr 5�0 - ��oDoo ro r���izj r Vii' S "p / - ,' '°'5 6 911 I . , d1. kT /� ., A . , a ,, C ER TE f �� ,/ Z _/O V • I 41 ,k11 . - , 5 -CO Z 3i r Q I 1. COURSE £'7fIY70/1I / ,i i, r �, STATION i. Y 9 61 3 . 3 Q - ,9 ALJ/8 f3ACF' k BAR S/ B Ci a BEG. END INSIDE OUTSIDE TO N , ;' , , / , �.,0„ Z J�_ .5 Flo t,. t<. G`-O" " { - 7------ . !�� IV - �� / # " --:- - u 7 , c� j _ 3 , �, „ FROM TO BASE BASE TOE _ BARS BARS 8" BLK. 12" BLK. MIN. MAX.M . l�' !o !� ' ' 3 `3 .��/ ' I ' ll !O/QlOdl JD/v�OD QQb' S�/- . s/1r `.� /5&I8' /2 eoo /,C 1145 = 9/, 3,_Z„ O °'¢&/(o" i4'9611el, X 9. ln. f JO�S%`>C /hrDO.00 �'Tnti.? 1 .11 „ 5�/E�*, {�� /d„ t/� /8„ , /- C� a(' /� �, 5@/�a "gam /21145 /�11� � /� X / 9�7 1.00 «IN .1 I <- ---- a. << J/•f-OC>OD /J�35.C� 5'-Z",TO�'O` -,r'SG�J�". a'/(o a P", �r/ a t / Z,, a r_ " /, „ g�o7 6*0N6'& 7& ��?'KIN Al bV 11 erf'f'� f�' ) P /� � 13 I� � 3 O � x ' s.33' w. I/f3.`�OD IPf�00 %p", _ ' :i c� !f�'� ,�1� /Z" t/��y., . „ „ „ f-A , jC:l�T v/D� rAr�on��.o �.t�' T- 14FO00,00 /3 t/� 131135 3 -O .3 %5 2 X / �33 =x.00 , , . . 1 . /3135 /3118D 2 -/O 3 l0 ��'/!� X Z 9.!n7 !Gtr ` ' . f d5G/l!'a X Z 9.<n7'- CnGb' I k . . . i CH11/N L/NK f6i1�CtN0 . /3 t$p 4 �5 3 0 - //E%GHT AS NEEOEO . , , . _ . 1. I . „ X _ 3 4Co7'- 7. 33' ; . I -1 - X - /5*`32 /!o f/O 3'-2 I 3`-/Qa �� "/o O lloa „ X 2 10.1 7' - 7. 33' - k, F#4r BARS C NT. /N X � - , . BONO BEAM /G V/O /!0 1155 3,_Q„ 3,.9„ ,i *5�/lo" .� X Z 5.33'. (o.!07' - " P�'oY/oe- 1 E - ' f, / f 1711Ch? 2'-/0 3'.-9" �5© /Z„ X Alr 7'- ln.�J' �1R�� SLEEVE (o. 55 . ____-_E___ / /_ /� /T�C/�� /711:/D Z/_/_" 31-&" ,� /1 " X 9(11'7'- (D.w' rr i 1 /7t 90 /9 g/.Z/ "C!� �'(L� Z �5@ 1�„ x / 9,1v7'-Iv-GYM' IN$W , - . BARS 86 CDNS - el-1- <Vly RETE eLx - RETi9/N1NG /YhfLL PEf3 C1TY �' .'IO STORM OrYRfNESMT. �' ' $TO. /YD. ele., "Ha=5T-D"MAa `ham PD''-R \ -� ' . OUTS/QE USE/f'E/NFIIRCING/O/MENSIONSFGI�I MAI ,, 11 ERRS CITY STO. /Y�.8/P "Ha=Y'-U" I ; w e-", RS,CONT.i!N '� ; , . 11,0113 F./YT/!�E CEkGTH acwwCL - ,i BOND BEAM? TO/' • , a OPlZ'BLOCiC OR 3' _ '„ - GR4. - - ' DOlNN FROM TDP !P G CONC LEVEE vE-E `aZ EX15T. OC/ND ' _ OP WALE ; 7 10,44 ,547CT/DN ON , VRR(E✓ �! 1. o. I 11 . $H667'NO• P •.- - 1. " �i • „ ,a • a,'� •s� p :v. ' I C 46r CONCe C-7-CI MS . • l/�/l __:=� = /� 4„A.C. P,4VlNG CHANNEL � k3 . G 4GX1ST. GRADE °` ' Toy�jj ,•.� % ,1 . oR loon NIIIV ' � �1GN C/f'lT�R . �l�Telflt4z. /VoTc-5 -l1.r, .e��-o ;\ 1.f = ;20,000 P.S.I. 1. Reinforcing steel . Grade 40 . A 'v, a, p8f111'S� CDNT ti ., •� �• ." { 51�CrroN G - , .n . : TOTRs <51 -2. f = 1 250 P.S.I. for all concrete exce t bloc w 1 f '2. Concrete (Except block wall footings) Class Af� . = 3,000 in 28 days. . ,�. ^ 1, . s c p k al outings. P.S.I .r 11 ,' 11 ` I •�`; 3. Univ soil weight 110 P.C.F. 3. Concrete: (For block wall footings) Glass Bf� = 2,000 P.S.I . in 28 days. Ic . ;BASE = 4 . boo . - k I - � 4. Equivalent fluid pressure of soil 30 P.S.F, with level surcharge. 4• Concrete Block: Grade N units f M = 5,000 P.S.I. 'r' `I � , . , It I . . ... •• V . f f . Backfill :' Embankment an wall backfill 0 ' in c m , 'n : , . 1 8p 5 000 P S.I. or block gall footings. 5 ac d c t S m o paction, t accordance with -1 I . .&Ie roc IMrA/AW; IM4z OME ,�� . • . . ? . t 7��Gr'� 6. f = - + the soils report. C•�fiT vt0 v�'Tf,t'T/ON /x¢80.00 TDI✓ ,�5.(vZ 11 iM 25 for block, ____.w_..__ _- _ _ 0PS I bl r OTk Maximum _ S. S�'f,t:1.-._. : .,...w "1 .�.`�:� C rt sot 1 sure 0 P. . - � _, . , ) ti ` CONCr��TE LEVEE . . =t� _ I pres 3,00 F. , PE/NPORC/NG,5EE , . 7p - f V�NG��7 ��T�✓ J J: �31 �:sy{A t ' � , 1 Gknn Oh• PAVE Af; TYP/CRL vr•ECT/C?N J . S. i i }�c` ' lrl COURSE _ NCCP&v rQW6e -7 CONCRCT6 CONCh6;riiE MOC1`� 1 !' A'INING !/ R �,5 , i C 3� P �� -- if o2c),., STATION BEG. Er1D INSIDE OUTSIDE I'O „N�, _ , " '� C . - --� � ,, PROP. LEVEE GRAPE � A ASE TOE BARS BARS 8" BLK. 12" BLK. MIN. - MAX _ , NO.fTH 'I� 11 levat'ons for concrete wall types "A" and "C" can be };-..�Y 1� '�.„ �+ " BROM. TO _ -- _ /DD V. /t///N_ EV . _ BASES 6 a _ _ �oyy C E% E 1. Top of footing and wa e t / .•a• a " O t o �' 4 7 5 lir / 8b /3 5 /0 5 a N 'constructed on grade. Y '' ,rf `F�-�•���.k' I. ,! ,t +4' u „ _ - I// .�'�T _ _-- __��,rP. - - u 6_.�... ,s..z + - xy'�•;t- I t 9A /lo X `/l�7 Tv.00 EK1SP CHR/lNEt - hain link fencin shall be constructed to rovide a minimum 6 0 of height 4-� , ` . ;_ .,a �z �,.gYtt K ;x !3 05 /3 90 3 O 3 -,3 2. C g P 1e: . x� ,.. ;ay...• - -•- �� 1 ee rales and or finished rales at channel ri ht-of-wa er ` 1' f '` f�R ` .a °,' ; ' 4 't, a bove finished ev g / 9 9 Y P ;` k ,,. ,� /.31911 /3 t65 3'_2" 3'-O" 2 ��@/lo X / 33 !!�?' ;a. • �� , fy• Yz , . I a "Al0 Trait No. 11625 and Tract No. 11751,'whichever is higher. (tj,�l+ �� �r " � , ,_ " ,- ', ,' " X / Jr 33'-G L10 s' „ UTH C£-l/EE 4 '1e � -�;„ ,_ . .,11.,s�I .� : ! ?' •Y /, 1185:_ /q 1150 Z /O Z /O' , .0 , o • ' G PIGLET0 - _ ti Stations shorn in tables for block a�all type B right and .l eft sides, are basedrI jq r /9 75 �� �, „ X . / �'!v 7 �.CXl �� a ' #4 6lI�S C /Z O.C, \ 3 F�Q �-r k � : . , •• /E'/�(/ on the centerline •of the 50 foot S.i .G.E.C.D. right-of-way Stations for foot-; tt 4 . , ." j',,:, r rt �r i� " " 9.Cv7'-!o�' •4 - leo tion break as±shown in tables shall be ad'usted in field to accomodate " "' ` ' , u, ,° , ,, ' " . 791175 /5 Yc'O c lr 3 ,3 X / • : . 4 .e" ing e a 5 3 4., .:oma:-_;,...- ;, „ . „ �'#¢BRKS /e"p.C. block, module used, but shall not vary.more than 2± feet from table. ` �5 �'?O /'S 11lr5 ' �`_8 .� X / 5.33 -In G 7 -.�rd. T TRC r-) ' T �,' ,_ „ ., !% jg" 'Y4®/113" X 2 5.33 . h lO 6) ll .��.� , /511(05 ! 10. 3 t7 3 -8 4 '-Yo l7' �� �?„ REVISIONS 11! lo.f - Z,_�� _¢3,_�.A /, �@/(o" 't Ve/lo" X z 5 33'-lo.to T --� y /% O / 5 PRDp A•C, INLET 1AVWe,� MARK DATE DESCRIPTION BY FLOOD CON`i RO L, D� Y R I C 1 t55 /7#� -3,--O' 3'-/O" ,t X F 5.33'-6.&7' 1 . /& P'TRA� Sr-C71 N 14" „W,, of 2�t"6-- G6*aaov�:T /_ „ /� ' S.33` !n -7' ALTA Lo/yA �1/7tAN��` Q© /�taro 3 X z • Cur-o��= wA'c,< aG77,glZ 1 ��ov M�ur� , „ % / 5.33'- !0 7' E.t7�t�i1 G v ,1 - `/O I X Z 6 /tic GRT p k _ . u „ // X 5.33'-(o. / ' �_/ /r f o �� VO F��, CITf' O��i9NI ClICAtiIDNG�9 �` P69PO$C0/N✓M7 t "I M D✓ERLAf I - I . l6to /8 tri -joy ��-z" sem/2 x 5.33'- 7�3' _ J. . [�AVI[� C71V A �C� I �5 F�o���cr ENc�:. c� stcko sY Dta��<�v BY n��- �n ��- `/^ /� �' " , a ✓i.' " /r Co7'" r '� �} • - D/tip CIVIL ENGINEERS - SURY�YORS - PLANNERS J JF # GSC/AI�� WNC�(. ! E`'i�7CW `� I I!- . r IL3 tI Z /8 tt� _-31-6 3 -� g /l0 X (o Qty (a "? ;f 1 '?' '` 'a `• a . ❑ RIVERSIDE r CULTON ❑ PALM DEI. . SEfiT ❑ TEMECULA SU�MITTED BY: i' /8 11C3o 19 too 01-0111 3'-6," . & IWs 6 t, " X 5.33=-(v♦a1'' ' ''''�.- ►. �:,, QCIAIES (714;6&6-0844 (714 625-1062 (619}346-§691 (714 676-5335 ,. ,_ a 7� �� �� h c��kv•h� iTt�fi� (, APPROVED BY: /� RECOMMENDEDBY (d7 4.�G� �i/(.11 IYAL.G� ' /9 f�'I /911 Z5•loZ 3,_3 . X 4• 67'-enGt'l . - E' 1. _. DATE: �'�y"S� &�4 N il/L c� ASSST.'FLQOOCOtv7R EvGtr�sEz� ;� DATE SCALE FILE NO. D"YiG.NO, . ", • __ S�CrI�/V a�a i u REGISTERED CI N0. ?(001$ 1. . __1 -PROVED BY: t�,: y1� As s o N �T �; C) Q . DESIGNED BY R/& DRAWN BY CHECKED BY FOOD COkNTROL ENGINEER . - . "' 40 - - - - _ _ _ -.--_ -__.-_ _____.____.____._-.__,-__ _ .. __'__ __. _- _ ._ _._ .� I -�._ -- _ 1_ - d e ._ e a t i �- __.__.-_ ._._-__._.______... .___ -____._ _ y