The URL can be used to link to this page

Home My WebLink AboutHunter's Ridge Hawker-Crawford Channel TRACT NO. 13750 HUNTER'S RIDGE RETENTION RICH BASIN AND HAWKER- CRAWFORD CHANNEL CITY OF FONTANA, CALIFORNIA DESIGN CALCULATIONS PREPARED FOR FIRST CITY PROPERTIES JN 364001 OCTOBER 12, 1988 INDEX NO. DESCRIPTION PAGE 1. REINFORCEMENT CONCRETE RECTANGULAR CHANNEL DESIGN. GENERAL 1 2. CHANNEL SECTION 14' X 9.25'(H) 8 3. CHANNEL SECTION 14' X 10' (H) 19 4. CHANNEL SECTION 14' X 10.75' (H) 29 5. CHANNEL SECTION 14' X 11.5' (H) 40 6. CHANNEL SECTION 14' X 13.2' (H) 51 7. CHANNEL SECTION 14' X 15.6' (H) 63 8. CHANNEL SECTION 14' X 18.26' (H) 70 9. CHANNEL WALL WITH CONCRETE PARTIAL CLOSURE FOR ENTRANCE MODIFICATION 79 10. R.C. STRUCTURAL TRAPEZOIDAL CHANNEL SECTION 82 11. GEOLABS - WESTLAKE VILLAGE LETTER REFERRED TO ALLOWABLE BEARING CAPACITY 87 -1 J. P. KAPP & ASSOCIATES, INC. JOB f /u,(/ � E/� ' s �G� - � / _? /-DO / G / /•4�,ric� 15892 Pasadena Avenue SHEET NO. OF TUSTIN, CALIFORNIA 92680 (714) 730 -5757 CALCULATED BY � C��r DATE 0/0 CHECKED BY DATE SCALE G - NE A 7 .b L /1. Coe-wry 72120.0 C-o/ .0/.c. 2/ -T u r� � . /Cv "W,¢ �c/v,4 • ST 44 . 56: e77 O V 0 .¢,t' p�. - 4 ', ,c/e- S : 14X0 ......:......... i oG-ir 4- 41 1 5 -- /22 ) 7 ,.' Ac co,e o YA 1G 729 ,e vi,e Ftir A NTS 7/ s, .vo cou n y ........... ............................... � ao o : -- �•s/ o� d / STS /�'T' T#E C .. . - �..._! ............. ... 14/ . 20 Z 404-0 c,¢sES . ........:.............:..... . •4 5E C4-,v/ e-z_ /1 20 T .� vc/< LOAD Zoe o Y' 2 r'2p/L1 :; . ............. 1 ( P, . 5 - 7(?) PLUS 37 Ai SF/ 4 /v, .- ............ v ,L 0 / Ess U 2C= /9Pi°.. /E0 D,c/ CA 5 T .. C/t, -,vimL ... FUGL, 10 1 F/ T : 5 - a 1// 1 c /v7° t -�// /c . "ilyd.4 ax Tx /c /1'4 /9/ 72'7 . `v/ltc � � . 7T4cyst . 5-79 Aldo . 5 -9o,) (JSE D/= . C?MPvTG',e . - /. L.A. cowry e. d C'e Af vn !c_ / is tics .. Pew Cdr/ //' Ui /° /e e Ss -'i c -- .5 f g4-27 ,�flcF o/ "6 4-'4 - Av / e y / 2--F / S �' / t - / t / 7 ' /4 / //.J •S /-� A t. 7 7-4 4 - -- A/ . 7 /c /e L o C� ...... .5 3" 7 /5 , . 4'. G. )/P casv,'F 27, MOST of.. .... w/4GL Sc c7 / © C - x /c. /° , e-D iecTio r/ (T� C- '7 �� . .C/ /r /�` ‘ THAA/ Tye T �E419/' " ' BY 4 cl &v /co/ /vG /{c r 3 - 83, • �'Ecw //zco Govc2ET� � €122 c- o,v g . /9 7 77 / S/r.¢te •5,q c /,rte GOV - 7e ,4N/L rlf /s /S /,t/v /l,9,Tco ov • J ) , . 2 / / A / 5. f l o c / v / / / C4e_ 7 A / L.4 A/5 • . li kODUCT 204 (n e / Inc. Groton Man 01471 �, f/vv� s ,e /u -355' -0o/ � "' -- 2 J . P . KAP & ASSOCIATES, INC. JOB / ' 15892 Pasadena Avenue SHEET NO. 2 OF 7 p iv TUSTIN, CALIFORNIA 92680 /4' Bee/,,AW DATE / �O oa p ow (714) 730 -5757 CALCULATED BY CHECKED BY DATE_ I SCALE : 4 / oT,2/e7/z '9 O ✓u ,T/u ANT ! .--/i 7 /c,Fic /mss vv,4 -S A /71 ,e zevv/ , Go,vc/zc'Tc- /'/?o/-ccjrow /5%' VC //NA r g%Y /(/ y . 2,p4/ 77.. .. v 7 ,P -¢-4/ : oi 20 To 4O . /,os .... ....... . /..._5- .. -,-7- c r c .......... • / 2! .:',_ : 79,'c ils r-vvv,¢ -G Tye- , A. 6 0r/,vTy F c'. D, ‘o/21/ vjcX P/2-c7 6-12, 4, ki Usc-a l,,,!?! ...................... /4 01 v5 T/1 FWTS /LA / v.4 e- cf/cc e ' O� ,e- �,1/ va. ecy /uc T .a - .v .. a4/ T/t F &724 Pf/S v� : // Alt ;71 -A/TS .A-iv -s`7' 4 Rs ■47 . ....... ................... 54 oF G,4�'4�i,v -- e : 444 - tI5 ,� le/ -20 , 7 s : ,R-f%-4 .c( .......... . 1 r»2/ mac- ... 7' : 0/= . Gi�i '(//t/ '/ A)-. S' 78 J Ax/..e. AD,j�/Slc -0 r . � /t/�,2GM/& #84 , ,-4 /3 --S / ., B- 7 � 8- ') ._ B:.9'...... L ... ... , . /1/Efl6 4/.,1c .- ' ., _ L O� G,i.5 // / .- 74/ � , „4", . . , . A c rv.�± -� !�' &,�-id v A/4 /7-----; , . -r cis eivG-- A- ,5 s-/ ,g -2 ,9-A/4.) ,.-3 .!/-.- s /P. 0 A , #5c T. ./14, P/0/ -1T--.e / /'T 4..a/ . r : . ._ /Nc A-.S c / kt/i -z-e.- f-rc ,/ r ., /L eoe,ef-so v,o /.c7o .. ........... ..... P4iFx.7' Aid 5,e � E -9-Q r : /'w �1 , ors "y r°, s-7�' 72- , C/51--C---:e4 / C-�z Tic' -G e. /T.% O Tai 6. � 8A1 -.Es' 4//x¢5 ,A?,41 �/v _ r . : . ..... .. .. � y: / / I Z J J572 2 :1oN1 fr v6- . • , �- 7 ./77 4" . 7% e /-p/2 /z 0A/TA--e- ---4 xT a, 9/-1es' .LY.4 - < ,9 J 72' 2 c2/.2 . ,•oG. /cam - /2p/) 4 C, ...... 49eJ /L.04 /.... co E- r / .-- A /a ,4- C re 4 1 e- 5 C 4 Z)// A/ 5 OA, / . . r . . ' . . , r " " : , , litOUCT2041 (ee Inc, Groton. Masx 01471 .. J. P. KAPP & ASSOCIATES, INC. JOB i /vvrL's /P /arc -- .�'6 -00 /, . /vf� 3 15892 Pasadena Avenue SHEET NO. OF II TUSTIN, CALIFORNIA 92680 /b /o (714) 730 -5757 CALCULATED BY /4'46 1 4-A/ DATE / /�� ow CHECKED BY DATE _ ill SCALE f (/5 waee/,/6 57-€ss 27i /L1e 7 , 117 S/R G?, 15 . O' x o �5 c?v /4P00 : i 6 psi r/Pc---//v,,ze--:-.4/c---,i/7- 6---,4-20t=- if..) 2q 0 AS; 8 " 1 ',e _170 L ,y g- Gv/� 5E --loft/ . �c /boo 3 �� 4000 t /d . - .... 7 . G d jc 3 Y X ..`.... c — 0S /d'oo O 75 & 37� 275,3 p /4GL :..... 56 47"%a?.vs /b.?F : ,e).(/€:1--)s/e,,0 ��.e. /1 cr 4 /e/ (-6E 7 - ie?,! '. /.S'....... .......:......:............ ... /l iNfrW ec" J :. .....:......... lia 7%` �GLord /N A '0° // 4/ t//4 Z of O, 4 /s es,--4, ............ ...........:.. .. (ax, rii s4,--,-- -S /D ��. .......;............ S / x� /4/. n a s* tom/ V AC 72,A [- 201 ( nr€8N/ Inc .. Groton . Mass 01411 stir. 4t op y Ir DESIGN OF FLOOR SLABS IN RECTANGULAR CHANNELS A r �1 Ir , �, I: a t \ / t � t, ' t \\ 62i '� ? i P TT1 I IC t _r_ _d_ If) M• r M�,, i7 _ 4. 6 i M I I At 1E t ---- - - - - - � - -- 1 - - -- -- - - - - - � IL CASE 1 Channel Empty _ _ 1 P :Resultant l f load due to weigh of wall oral earth Load (HO lbs /ft. 3 )on heel. 1: , M, =Moment at "4" due to external horizontal forces IIE acting on wail. • ii . i 111 ii . 1E , SHEET 1 OF 21 IE Los Angeles County Flood Control District 5 - Sfr. SDF7 5 a 1 1 DESIGN OF FLOOR SLABS IN RECTANGULAR CHANNELS N i a - N - - - - - - 1- 6: I is , i 6 ~ tl .. is l 4 . P2tL' ► ._ Z P1 403'ft.2l 40 P. I I r I lik I I i . 1 I Mme■ M_. _._t_ ,Nr Ill _....... -!... .* N F 1 Y ... r - t r � p� r p Y r I OM j am , + I I x x r - - - - - - - - - - - - - -- - - - - - - I Z I lit CASE II Channel Full gm IN P= Rr.,,..11 taut load due to weight of wall anc earth 'cud (I/O #i ft. 3 ) un heel. M2 2 MomdntOf "A" due to equiva /entdifferentiul hydrostatic pressure. li SHEET 2 Of 21 a i l . Los Angeles County Flood Control District S -80 ,a: 1 'G =12 �. G -8 Thickness of Members The minimun thickness of vertical walls shall be eight inches where two curtains of steel are used and six inches where one curtain is used. •.. The minimum thickness of top slabs shall be six and one -half inches. Ai The thickness of the invert slab shall be measured at the center of the span. The minimum thickness shall be seven inches and shall be increased by an amount equal to the sum of the increases of the steel MI clearances indicated below for the top of the invert. G -9 Steel Clearances di Steel clearances should be shown on the protect drawings from the center of the bar to the face of the concrete. Said clearances shall not be less than the following distances: Top slab and side walls, inside and outside - 2 inches Bottom of invert stab - 2 -1/2 inches w Top of invert slab - In accordance with the following table: me Velocity -fps. Clearance -in. Concrete Mix m, it < 5 3.0 560-C-4,000 �! 5 to 20 3.0 610 -8 -4,000 • 20 to 40 3.5 680 -8 -5,000 40 Not allowed without prior District approval. mi Where concrete is subjected to the action of sea water or harmful ground water etc., all clearances shall be increased 1/2 inch. Where there is am appreciable debris in the flow the clearance on the top invert steel shall be increased 1/2 inch for velocities greater than 5 fps. That portion of the steel clearance greater than 3 inches in the invert shall be considered as sacrificial and shall not be used in the design of the steel i n the opposite face. The concrete mix shown in the above "' table applies to the invert only and shall be shown on the plans. Debris MO `in the fi may require a richer concrete mix. This will be determined by the Materials Section of the Contract Administration Division. In- ,,,, creased concrete strengths shall not be considered in the design of the section. r G -10 Steel Pattern MI In general, transverse reinforcement for single barrel boxes should "+ consist of straight bars in the inner faces of the top and bottom slab and side wall, L -bars running from the outer face of the top Struct. Man. um JOB /6 A/7 - e;z /S ,6,06--e &(CJ'/ a,/ G" / //p",/veZ„ J. P. KAPP & ASSOCIATES, INC. 15892 Pasadena Avenue SHEET NO. / OF II N g sr TUSTIN, CALIFORNIA 92680 p (714) 730 -5757 CALCULATED BY T' /C �' Z �AI , v DATE /O/ /8 CHECKED BY DATE_ iii SCALE I v (/ �C 1 . x c .,e. .... #-,20 7C 'ct ,L':4-4 f 37 /S A CF, ,10 62.4 fr ........... Oxi , _ 5- 78 o e ... ,g,9 E a, hvA- -e �,t s �S /mil EFL �n 2 4 , T�n.4 c; 2-04-0 /4 c s.: T . .. .... . ,S _ ,� t /2--c 1 .v. /P20,11, GQ-/! / 72 PA' /vT -e,v,- , o.. iV42C.: ' GY /T�!..: 4 - 34 - ,e 7,Y t 4 e e /1/.9-x, 4 e 0,/,‘,--,,,-- dr 11/42e,- 24 5 '6 44 = ,/../ 057 i , //. efS' -le- ,¢v%.7 1 56 7.1-i/e/eArs .,7= 11/4 4:7- , .- c f ..:.......:...... . .. kr . 0 's7_,4-B _ 9 ii 1 D"= .5e-7?" ,vs . Co,e IvALL 47 e.4 -.sue ,a' -3 (irlf0 . e':4-.sr. ..0 1 . ' . 1- ef 4 il c — 0,4 // =--- ‘ ' 3 . ' 4 YES.' > ... /o, yv. �-� e AT os4,p. c–' $/c 8,4ie , – y ,� .S' ¢ : �3 - .... ......... . d ,_ I 3 z ¢ 3 .._ ,p 54A-a ,69,: L',v 4 r r /,.e ,e2 ,9-c- ... ,39 _ ... / ,, .f/rGGFG p oe per or /77 4S /eK , $ . : 4I6GGCT 204 1 (N20/Inc. Groton, Man 01471 /../6,,,t/75.2,4./.5 /ion . %do/ c,/,,f-,</A.,,,..---L. Q .,, J. P. KAPP & ASSOCIATES, INC. JOB I im 15892 Pasadena Avenue SHEET NO. z OF // TUSTIN, CALIFORNIA 92680 / ' & filiV DATE /v /7 /0PG (714) 730 -5757 CALCULATED BY " CHECKED BY DATE di SCALE r .: : y :,,-,.,,,: 5 „4_23- 7-pro :,es . • ..:........ .AT.. �c FAQ, ,..... � to`/ 3 �� '6. 6,: • r ....: ., , . 7-,-;_5 /S Zz//� /L�iF.rP;fiz 7 . . ........ ....... . . , G�rPvTcce PRiN � o�J� 747- : Z ..sG4� . ..„ ..., 9 _ ( / ,,_. - ,- • . r , kv,,,,,,,, , --iv . • , c , ...47J ; .. -Z. if ,B :. ../ -... , oA-r .... Pe.T2 ,...... :......_ ,f'�/ /✓7.' - . d v7- :-0,2. /,74 -t . //,=--, / ! . . . : / — ¢: 1 - o/ /4z r L ... ..!.. : ..',6'-• 2,_ . . - : ‘: t 42 ' ' L : �4 , . ,,.5/. // , 4, .: /, f . .• •: . ... re ; o <! ....:. ,,,. ,2> . /V7 . G , 1 Z2,:9 i.''y ... 5 X oo _ • r , : ,. .i2./.— : /,?. v ‘, .s-.7 , . , ': • . „ 2 7 c 3 I: •I/ 4'.2 x CZ- 2 ,y..../ ,,• ........ • • .•_• a A�LLoly� . / II .......... A p2 e1;".'c-4!..... c . L .yerJ,y .e 9-1.--- . 34c's /0 i/E11/ _/lAp4 /. CiY .5 _:....... 1 ... 0. .................." 1 ..... 4 ..... 3 4w ,B - 2: :G rTw -r . :.. ............. �4�?c o, , e-w/F: v Gr/ �- e,/-,- ../µ� - e,%:,./.7 3 = e, / . , E '• .Aeopv. /14.,,A,rx, . T. 11,4160.71/--: /':-- . . . . .....:... . r . As v Ai 72„.s /. 0�7 2 C r /1 > , . rr' SG,,i .4 �°-_ �', 3 5 O, = /' . . . . TIORICT 2041 ( ees)Inc, Croton, Man 01471 J. P. KAPP & ASSOCIATES, INC. JOB 15892 Pasadena Avenue SHEET NO 3 or // di TUSTIN, CALIFORNIA 92680 (714) 7'30 -5757 CALCULATED BY A-' 86- � DATE 16 MN CHECKED BY DATE_ illi SCALE i . / Ay to .3 'M 672,01t.. ..7 S . /5 ^' ` 2 5.s' ov T/(t i34s� - % S: (.> d= 6, /s' ;.... /. ,, / - 3 V�zT G7/, = 2 's7 /off f /v •- 3 4.01 . . 1,1S6 1 /,,,, ivQ4.... /nsedis Cti s,4rc =,�.,te -c v/Fc A c-W7T • 1-2Z/7 ,../ = ed..-_-- ' / oo /2 d. � s 3 3 k.. . .... ... 0 x f, 3 -= l ,41. I , 4- e7 e ' . -.44 AT /oc , . : GUT— O, f _ /,1/ (S 6 -44 5 -7 .. ©4 . 2 72 Bfrg R-2 )7 —c # I A o1' 5 o = , '' ,7/ 1., / s vM E Pia /s ,5= 7 y .... / SSVf E - . . X _ 7-r ZSZ mil,. _ r / <<o4/ r = . . _ 7� / 1 /fl /,ci -z t o — , l2= �vs /oA/ = ''-,,, /2 -- 9 9 . - /c.9-e_ LC -c/6T11 8,94 /8 -2 .1- .9'' - _7 " = 7, o3' . �i!s • 7 / I :........ R,4 . .... / /S/D6 i GC : P// /? 7.5/x•. .. :. _ < , Gp/ ,, USE .._. / Ot 77?/S . /b iz /, P-oa/ 1/i' �/ • a i V6 /H� ....__._:,....... . 3 4 # ¢ C /7 ................... ... . ...... . ... ..... i -- % /7 'TRODIICr 2044 ( E .s/ Inc, Cmlon, Mass. 01471 J. P. KAPP & ASSOCIATES, INC. JOB //Oki re /_ s 406 361/4 Cb, Yij ) I 15892 Pasadena Avenue SHEET NO. 4- OF // TUSTIN, CALIFORNIA 92680 A BC „g-y /0/7� (714) 730 -5757 CALCULATED BY DATE CHECKED BY DATE _ SCALE gri Gam; /e/V,/ /f oT e R:? 0 19 - ; .... 2 ` .... / ,8 - / :43-2 d / = ? ? ' A l ," G p / k av J ' e � 2 . , / 072._m 7 - :o c l - , , 2 / / , , = % . 5 " . 51;4¢/3 gid ‘ # > C /z oA Co. / v' ",tic', - o vT: -7 � °-" / . 5 / t G 1e 5./ E '' . / , & 4 - , /9-2 G ? v E T o J ' c .k 0 1 ..�r�T. .......... 17 / / C I ' s Z 2 % y ' - 22 s1T 2 V s 7 9 j I-At .........:... :......:........ �� ?oat C©Au,Al2 OA_ ECI /!mot 0 4/1 EA/ 7 ¢GL dii 14 1 ror = O / � X 2 7 a 22 - 0.5 ,h 2- / / kr/ 5°, O,,;, so M/7- ° Use B,77 /7 Gr/fr . arc, /s ok- PROM? 2044 /t/ Inc. Cram. Mass 01411 , , i /- ,t (.7 J. P. KAPP & ASSOCIATES, INC. JOB I I 15892 Pasadena Avenue SHEET NO TUSTIN, CALIFORNIA 92680 c OF // 1 (714) 730-5757 CALCULATED BY /4> • 667 7 2 / 11,974 / DATE CHECKED BY DATE 1 1 , . SCALE 1 • - • • 1 1 ; : : , . . . . . . AP■t : !EA77.5 a i III ' 1 a '-' ., .. S' . • j/ , er: 1 I . ; i 1/1-2.0 re pzv5; .? 7 P.5 " /104 . ! /4- 1, - ; e a/ 12 ak, 47 Rj?fs , . ,. -•• / k. i l l :' • 1 - . O. . : 1 S : /2 I I I : . • • \ : i 1 IIIH 1 •/0 1 1 ! . ' 1 . .. . . , . .. . . , , : • i i ; i i • • . . 44 ' - . . . • ,- . : . . • : : . . , , :, . . 1 i ! 7 .. • . : g 75: • 111 : •--g • . . . . .. : i . : • . : : . . . . . . . .. . 5-1 . 1 : : . .••• ii, 7o I 1 j : : :' . I N ' : • :: • : : : : : ; . . . io: ; N 1 1 , • • : • • , i I if : 1 i I : 1 . . . , , . . . . . . . . . . : : . • • • , • : : - /z : • • . . . • • • • . : - • : : : • . . . . . . • ' 20 6 "<- . i , • :: : i : . . . : . . . . : : . • • . . . „ ' : : • : , : . . . . . . : : . . . . . .. .. : . , , • : . : : : . . . . . . : . . . . . .. . . . . • • — : . . . . . . . .. . . . . . . . . : : . : • : : . : . • • . • • • . • ' . .. . : . . . . . . . . . . : . . . . . . . : . . . . . . . . . . . : : : • • . . . . . . • • . : . . . . . . . . : . . . . . : : • . : . . . . . .. . . : . .. .. ... . . . . • • • . . . . . , , , • . ' ' , . . ' i : • . . . . . . ..: . ... ;,. ..... ; . .. .; . ; :. ! ; . • : . . • 1 : . ,' •" . . . . . . : . • : , . . . : , . ... . .. . . . . • : . .. .• • ; . . : . . . : . • . . L M4.1 6 . Wok Mass OH /I i * o �� » 1 HUNTER'S RIDGE 14.00 W. BY 9.25 H. R.C. RECT. CHANNEL 1 WALL DESIGN EARTH FACE I DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF STRESS SHEAR REQUIRED STEEL FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. 0.0 0. 0. 8.00 0. 0.0 0.00 0.4 0.02 0.00 I 0.9 1.9 8. 66. 27. 107. 8.00 8.00 31. 100. 1.7 0'07 0 0^~~ 2.8 223. 241. 8.00 190. 3.8 015 0'01 '0 3.7 528. 428. 8.00 302. 6.8 0.27 0'05 - 4.6 5.6 1031. 1781. 668. 963. 8.00 8.00 437. 596. 10.6 0.42 15.3 0.61 0.09 '9 0' 6.5 2828. 1310. 8.00 782 20 8 0.8 � 0 �- 7.4 4221. 1711. 8.00 996. ^ 27 1.09 0. ^� 8.3 9.3 6010. 8244. 2166. 2674. 8.00 8.00 1242. 1522. 34.4 1.38 42.4 1.70 0.56 '-- 0 0.77 ' 1 I WALL DESIGN CHANNEL FACE DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF STRESS SHEAR REQUIRED STEEL I INS. S. FEET FT. LBS. LBS. INS. PSI. PSI. INS SQ. INS. 0.0 0. 0. 8.00 O. 0.0 0.00 0.00 0.9 5. . 8. 23 . 0.3 0.01 0.00 1.9 2.8 42. 142. 68. 8.00 154. 8.00 78. 150. 1.1 0.04 (). '' I 2.4 0.10 . 0 3.7 338. 274. 8.00 237. 4.3 0.17 0. 4.6 660. 428. 8.00 341. 6.8 0.27 0.06 5.6 1140. 616. 8. 2. 9.8 0.39 0.10 0. 16 I 6.5 1810. 839. 8.00 602. 13.3 0.53 7.4 2701. 1095. 8.00� 761. 17.4 0.70 0.24 8.3 3846. 1386. 8.00 941. 22.0 0.88 0.35 9.3 5276. 1711. 8.00 1144. 27.2 1.09 0.49 �� | 0� �� 1 �� 1 I 1 1 ^ � 0� �� __ \ �� . _� LOS ANGELES COUNTY FLOOD CONTROL DISTRICT *** DESIGN DIVISION *** 14.00 WIDE BY 9.25 HIGH RECTANGULAR R.C. CHANNEL HUNTER'S RIDGE THICKNESSES TOP OF WALL 8.00 INS. BASE OF WALL 8.00 INS. SLAB AT CENTER LINE 9.00 INS. SLAB AT FACE OF WALL 9.00 INS. *** STEEL LAYOUT *** BAR BAR BAR HORIZONTAL VERTICAL DESIGNATION SIZE SPACING LENGTH LENGTH INS. FT. INS. FT. INS. 8-1 4 11.00 5. 8.50 9. 8.00 8-2 4 11.00 4. 0.75 4. 2.50 8-3 5 11.00 2. 9.50 2. 9.75 8-4 4 17.00 o. 10.50 9. 8.00 B-5 4 17.00 0. 10.50 4. 1.75 B 5 17.00 0. 10.50 2. 9.00 8-7 5 17.00 16. 1.00 8-8 4 17.00 5. 7.00 8-9 4 17.00 3. 11.50 53 NO. 4 LONGITUDINAL BARS 25 IN SLAB 28 IN WALLS QUANTITIES R. CONCRETE 0.91 CU. YDS./FT. RE-STEEL 123.4 LBS./FT. DESIGN CRITERIA FC > 1800. P.S.I. FS > 24000. P.S.I. N > 8. LATERAL LOAD OUTWARD (NET) > 40.0 P.S.F. E.F.PR. INWARD (TRI.) > 62.5 P.S.F. E.F.PR. (UN.) > 0.0 P.S.F. STEEL COVER (INS. TO CENTER LINE OF BAR) WALL INSIDE > 2.00 WALL OUTSIDE > 2.00 SLAB TOP FACE > 2.50 SLAB LOWER FACE > 2.50 AMMMINIMMONII " I ,~� SLAB DESIGN EARTH FACE �� DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF STRESS SHEAR REQUIRED STEEL I FEET �� FT. LBS. LBS. INS. PSI. PSI. INS SQ INS ^ ^ ^ 0.0 8096. 506. 9.00 1356. 7. 0.30 0.70 0.7 6684. 125. 9.00 1200. 1.8 0.07 0.57 1.4 5281. 553. 9.00 1036. 8.1 0.32 0.45 0.3 �� 2. 1 3968. 823. 9.00 871. 12.1 0.48 m� 2 2795. 973. 9.00 707. 14.3 0.57 0 3.5 1792. 1039. 9.00 546. 15.2 0.61 0.15 4.2 971. 1053. 9.00 387. 15.4 0.62 0.08 I 4.9 337. 1038. 9.00 218. 15.2 0.61 0.03 5.6 -112. 1013. 9. 00 123. 14.8 0.59 -0.01 6.3 -380. 994. 9.00 233 14.6 0.58 -0.03 7.0 -468. 986. 9.00 260. 14.4 0.58 -0.04 1 SLAB DESIGN CHANNEL FACE I DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF STRESS SHEAR REQUIRED STEEL FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. 0� 0.0 -5784. 2257. 9.00 1096. 77.1 1.32 -0.49 �� 0.7 -5586. 2201. 9.00 1073. 32.2 1.29 -0.47 1.4 -5094. 2022. 9.00 1014. 29.6 1.19 -0.43 2.1 -4436. 1773. 9.00 931. 26.0 1.04 -0.37 -0.31 I 2.8 -3714. 1494. 9.00 837. 21.9 0.88 3.5 -3003. 1217. 9.00 737. 17.8 0.71 -0.25 4.2 -2360. 964. 9.00 640. 14.1 0.57 -0.19 4.9 -1825. 754. 9.00 552. 11.0 0.44 -0.15 5.6 -1426. 596. 9.00 480. 8.7 0.35 -0.12 6.3 -1180. 499. 9.00 432. 7.3 0.29 -0.10 �� 7.0 -1097. 466. 9.00 414. 6.8 0.27 -0.09 DISTANCE IS MEASURED FROM INSIDE FACE OF WALL I 1 I I � 1 �� I . r ' 1 I i ^ ^ � J, ) �� LOS ANGELES COUNTY FLOOD CONTROL DISTRICT �� *** DESIGN DIVISION *** 1 14.00 WIDE BY 10.50 HIGH RECTANGULAR R. C. CHANNEL HUNTER'S RIDGE I TO THICKNESSES TOP OF WALL 8. 00 INS. BASE OF WALL 8.50 INS. SLAB AT CENTER LINE 9.00 INS. I SLAB AT FACE OF WALL 9.00 INS. *** STEEL LAYOUT *** BAR BAR BAR HORIZONTAL VERTICAL DESIGNATION SIZE SPACING LENGTH LENGTH I INS. FT. INS. FT. INS. 8-1 4 14.00 6. 1.75 10. 11.00 B-2 6 14.00 5. 5.25 6. 1.75 II B-3 7 14.00 3. 6.75 3. 6.75 8-4 4 17.00 0. 11.00 10. 11.00 8-5 5 17.00 0. 11.00 5. 5.25 B-6 6 17.00 0. 11.00 3. 3.75 I B-7 5 12.00 16. 2.00 B-8 4 12.00 5. 5 B-9 � 4 12.00 3. 10.50 j 55 NO. 4 LONGITUDINAL BARS 27 IN SLAB 28 IN WALLS QUANTITIES CONCRETE 0.99 CU. YDS./FT. �� RE-STEEL 169.8 LBS./FT. DESIGN CRITERIA FC > 1800. P.S.I. �� FS > 24000. P.S.I. N > 8. LATERAL AD OUTWARD (NET) > 40.0 P.S.F. E.F.PR. INWARD (TRI . ) > 62.5 P.S.F. E.F.PR. �� (UN.) > 0.0 P.S.F. } STEEL COVER (INS. TO CENTER LINE OF BAR) WALL INSIDE > 2.00 WALL OUTSIDE > 2.00 �� SLAB TOP FACE > 2. 50 SLAB LOWER FACE > 2.50 � I | -- I 1 1 ^ ~~ ! y , ° � v� I HUNTER'S RIDGE 14.00 W. BY 10.50 H. R.C. RECT. CHANNEL WALL DESIGN EARTH FACE I K DISTANCE MOMENT SHEAR THICNESS CONCRETE UNIT PERIM. AREA OF STRESS SHEAR REQUIRED STEEL FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. 0.0 0. 0. 8.00 . 0.0 0.00 0.00 I 1 1 2 34. 8.05 . 0.5 .02 0.00 2^ ' ^ ^ 138. 8.10 120. 2.2 .09 0. 3'�� -- �/�. 310. 8.15 227. 4.8 0.19 0.03 4'7 772. 551. 8.20 359. 8.5 0.34 0.06 53 ' --07. 861. 8.25 517. 13.1 0.52 0.13 0� 6' - 3 2605. 1240. 8.30 703. 18.8 0.75 0.22 °� 7' � - - 3 1� 1688. 8.35 918. 25.3 1.01 0.35 8.4 6174. 2205. 8.40 1164. 32.8 1.31 0.53 1 10 9.4 - 4 . 2791. 8.45 1444. 41.2 1.65 0.77 ' -� � 10.5 12059. 3445. 8.50 1760. 50.5 2.02 1.06 1 WALL DESIGN CHANNEL FACE DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF STRESS SHEAR REQUIRED STEEL I . . . FEET FT LBS LBS INS. PSI. PSI. INS. SQ. INS. 0.0 0. 0. 8.00 0. 0.0 0.00 0.00 1.1 8. 2 . 8.05 30. 0.3 0.01 0.0 . . . 0 198. 8. . .4 0. 0.01 I . - 2��. . 8.15 17 . 3.1 0.12 0.02 ' -.- -- 494. . 8.20 281. 5.4 0.22 0.04 - .- 965. 551. 8.25 402. 8.4 0.34 0.08 . 67. 4. 8.30 543. 12.0 0.48 0.14 �� - - - 1080. 8.35 . 16.2 0.65 0.22 �� ~^" 26 51 ^ 14i1. 8.40 � 884. 21.0 0.84 0.34 9.4 -- -' � 3951 1786. 8.45 1088. 26.4 1.05 0.48 10.5 7718. 2205. 8.50 1315. 32.3 1.29 0.66 id v. ii 3 1 1 ,. ; , e � . ' �� , id / ' ~ ` � v�� x�� . 0� SLAB DESIGN EARTH FACE �� DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF II STRESS SHEAR REQUIRED STEEL FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. 0.0 11695. 237. 9.00 1724. 3.5 0.14 1.02 0.7 9764. 576. 9.00 1531. 8.4 0.34 0.8 1.4 7808. 1102. 9.00 1325. 16.1 0.65 0.6 I 2 - 49. 14 . 9.00 1116. 20.6 0.82 0.50 2 ^^ 5949. 1 - . 9.00 910. 22.7 0.91 0.36 3 '- 4271. 1585. 9.00 711. 23.2 0.93 0.23 4 '- 2822. 1555. 9.00 517. 22.8 0.91 0.13 4 '- ---- 1496. 9.00 324. 21.9 0.88 0.06 0.00 N� 5 ' ' 701. 42. 1435. 9. 00 74. 21.0 0. 84 -- 6'- - -. 1391. 9.00 223. 20.4 0.82 -0.03 7.0 ' -482. 1375. 9.00 264. 20.1 0.81 -0.04 1 SLAB DESIGN CHANNEL FACE I DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF STRESS SHEAR REQUIRED STEEL FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. I ^ 0.0 -8228 2829. 9.00 1370. 41.5 1.66 -0.71 0' 7 -7801. 2813. 9.00 1324. 41.2 1.65 -0. 67 1.4 -7010. 2623. 9.00 1237. 38.4 1.54 -0.60 21 -6024. 2329. 9.00 1125. 34.1 1.37 -0.51 2'8 -4975 1987. 9.00 999. 29.1 1.16 -0.42 I 3 -3962' 1640. 9.00 870. 24. 0.96 -0.33 4'2 -3058. ' 1319. 9.00 745. 19.3 0.77 -0.25 4.9 -2312. 1050. 9.00 632. 15.4 0.62 -0.19 • 56 -1758. 847. 9.00 540. 12.4 0.50 -0.14 N� 6'^3 -1418' 721. 9.00 478. 10.6 0.42 � -0.11 N� 7. 0 -1304' ^ 679. 9.00 456. 9.9 0.40 -0.11 DISTANCE IS MEASURED FROM INSIDE FACE OF WALL I i ~~ li II ^ II �� • ^ 1 | J. P. KAPP & ASSOCIATES, INC. JOB H;OV rek i g / /UG. -364 % a Net_ t q 1 15892 Pasadena Avenue SHEET NO.' OF TUSTIN, CALIFORNIA 92680 /p��{� (714) 730-5757 CALCULATED BY '' gE, WA DATE /0 / 7 / F (,J CHECKED BY DATE_ SCALE • Cfr,4/VNFL a ec yo c/ (./ x, /O O 'T5 /G- C5 iy,4 -4.6.: ,P- e://v .9iz c c--Aic-7v r • JM 6eA -,o is 2,V -7c' Fog // .20 77evre - -27?s Ef? - N.= /.i /4 -.v,o 51f = 2,9 G2 /z. .............. 2• S PSF ' iii°[ iiirA -2 _ = ... s. /3't > 2 , . 9� ................... 2 /x coo .moo - x c - o. ' - /4 ' /� �3 k L r ce I A6 /%7,,? c ir,/ c -, '7 A, c P r_ : ,42. /7 -,ePe ........... A / 7 %' // 2.5 R., /7,4' ... .. 1,4'z C °....e; e,7,v 1 `A c-E 474-X- _ 4/ r? C- 7 47 e q-s 6 /12 = ... e 3- /7 7 / /:'t ....... (.7,e. . /v4 c It /7: ' z // oo ti/AY. ..w. 1 v ALT ,4sc - - ........ : .......... ' -# '-' ) .v /C,ei<./ SS Off Gt/.4LG 4 0.4-.sc _ # . ...... PS C ...... 7/f / cie !VC- --1,_c OF .S 4-B A-7 V,4-GL /7' / /✓ # S r ,,... , 7H /cie/f/ -c ew � 69� a 47 ,` - 9 ` � .. C dElrj /T.. iN�2 l 4 plc .......... 5 EC TiO , r / ... 4. ...... - 2. l�A��G ! A-7 B.9sE � >: - /iii 7r / / .. 1" '' ,. ,.K I P-412 pi C.9 C F ..... /,/W e- ,e ,t/F- ier .. - IN 8-1 ' it 4 // P As ' 0 ' , .,2 //2 i /z f ( ''''' L oT 8, ' _ r is ii F ...... � T , 8-3 IL C e /1" 4,---- is ,..1y,., A a 2-i,2-// . F. ' • . (kref ; 'Foc) /260 I iiiir,9 Dom' Srer = a 3 7r 0 S75 /P,a/' :- a19 5: 3 - va X/ II / ,� - -- Al z I ° 2 267, . 4:.. e, . . z e gX737 /� I /4 P© . x U, gds - 737 f 08.. ' /, % , . Z E . :/4s. 12 ce..2"0 -*---- PRODUCT TO4I L !!) Inc.. GMnn, Mass. 0147 V 1 J. P. KAPP & ASSOCIATES, INC. 15892 Pasadena Avenue SHEET NO. OF In 2 TUSTIN, CALIFORNIA 92680 Q .p (714) 730 -5757 CALCULATED BY' dd ' eeQM AN DATE 1 O /71 a' 3 CHECKED BY DATE SCALE .. pJvS /27/e L t ✓ 77 ... ?r ... ,a;. s / , r. "7,-/L r-io y��rs '.� 4i4-,, 6 -J' Gt/ of,: ;Is s v/v d. : - N : 6 9 : 2 5 - ) ........... 4 , - of Z&( /f` *01,4 4 ) 7 F 4 D. zz . 048 O. 7 :ti _ // , O� 7)r 2¢ arp.d7SXG 9 L g .. . S .. d TH / $ /S ~ . 2. /5 A ovc T' .6 -5t � �t-Ait c"/,ev') /�t/ ... /r2 '/...� G`,Y.T V 5 : / Gdr yr f �2 �,/' _ i ........ > T .. 6 ��... 3 1 i Gk ,e — ,/O /.vim 1 &,-•- cvT- „.r . - 6; y - . / - -... �5�'a roc . ... /Z x 7, - /0 # : A2L j G 3 : i : ' 1 ' -2- V -> 3 . Au, , .....4 -67. j-. x /( ..- 4 ..... ..........: 5 )e 7.- /c/.0 .. a 4- 3 2. /57 Z9' . , 73o 1 F.... 1 V' ;.... 4- SG ..... ......... ' / ter : GT�`i :O 7" ,9- „c ,$--.3,, ..: = 2, 9 - 0'6T � I ... 3, S' 1 ..... i 1 ' 1 i c', ili ' : : __ 1111 3' 3 .. ... 8.9?e 4 C J 7 or, ,79 .s v'44 -=---2H ..._ 6 ” a : ' i -- 6, / mgoye' C.ci7- e ^4-f 4 = a' 22 .... i H Z' ' ; AU) *V, (, R04,9 P 7'7 /fr /_k . ......:.. 22 ,f / :.... is .......... ^ ..... S ......_ ,Mse- G9C_TCN.0 .......� iii IC." ..... / l 7'74 :.. /- x ,gszo e ! ... - s4- ... 4, 5; 65 t Q•73" .- � � ' - / ' TorAL. zr ( G,e17;.- 0 7 *. 7 7 i / R 5 7!--2 PRODUCT 204-1 / e NJ Inc., Groton, Mass. 0101. roe. • ✓n l TF� /s 1 , % ' 7 t) t-1 - IC>0{ aid AIN 1 .g.1 15892 Pasadena Avenue SHEET NO. 3 of Ib TUSTIN, CALIFORNIA 92680 /� DATE 1 0 11 '� Y (714) 730 -5757 CALCULATED BY n' f. e. � Qk4 CHECKED BY DATE_ SCALE S /. � /,� g. / -K f /� :... .. .. = G"C a io . .!'if s: 2. _ ' • .. ... • 3a2s 42 e . . 1 S, :4- • :.. _. I'V ...... ..... .. �3. _ • g- • j • Im he Maat 01111 J. P. KAPP & ASSOCIATES, INC. roe HEINTEPiS 121 CC'E 3 b4-00, C At N �.g.- 15892 Pasadena Avenue SHEET NO. OF �� TUSTIN, CALIFORNIA 92680 (714) 730 -5757 CALCULATED BY BERmt DA TE 10 ii 1 g CHECKED BY DATE_ SCALE / >E MCC p E4///tv/2 < a / C°.f'7 /441 . 69 ,1 i , // ° 7 -45-7 e r - /7e z- v =C. 4/4LL /1 F/ 67./7- -- %, ©/ / /z Lp- -�' �Oi r/� .c✓ �.�1 s� //7 ........ i . .. Ca Ar 54;.4 : cc--, t� .T J : 5e -4 8 4 07 - . / ' eS":7 /,/F, (FiT _ // „;.? 5 / . �/s C 2r/e /jo /e../Zo'✓7,4z G &.!/S77/ . ..:........................._ ,4.7, P / 0 /AJ7- ©vT .... (44 / '-2i ?- a ) ....... _.. /, 18 X 24 x o.` sUSX 7 /2 /sco SP.' 11 ' 72 oa OIL SG A - B 70P ,QF?NP (C'14 / A/r--c, ej CfF« a s 3- j f3 4 - P,%C/ ... Zvi /y:4¢GL ........... //F A /7 = / 2 d : // 8-7 - (-0 = 0. 2,3 / � -8 e /g/' 4-3 i4 S � / 8--9 - • SC@ /C'* 4-5 = 0,23 A + // a/F .._ 8��e S ;� Ffl72 9 /%4 �� _ _ 6,68/ k cote , /A, i5E-.9A, COX/A . .:............................. ...........:........:. ...... .........:... Ck c iG Tor 7 - z ,Ll Cpt / /)/2- Crl vT" &x. 204 1 (Are4J Inc., Wan . Mau. 01471 4 ~ �� xl �� ~�_� � LOS ANGELES COUNTY FLOOD CONTROL DISTRICT *** DESIGN DIVISION *** 14.00 WIDE BY 10.00 HIGH RECTANGULAR R.C. CHANNEL HUNTER'S RIDGE THICKNESSES J� TOP OF WALL 8.00 INS. N� BASE OF WALL 8.00 INS. SLAB AT CENTER LINE 9.00 INS. SLAB AT FACE OF WALL 9.00 INS. �� *** STEEL LAYOUT *** BAR BAR BAR HORIZONTAL VERTICAL �� DESIGNATION SIZE SPACING LENGTH LENGTH �� INS. FT. INS. FT. INS. 8-1 4 10.00 6. 0.00 10. 5.00 8-2 5 10.00 4. 6.75 4. 11.00 8-3 5 10.00 2. 7.00 2. 8.25 ~~ 8-4 4 18.00 0. 10.50 10. 5.00 8-5 5 18.00 O. 10.50 5. 1.75 8-6 6 18.00 O. 10.50 3. 2.00 il 8-7 5 16.00 16. 1.00 8-8 4 16.00 5. 10.25 8-9 5 16.00 4. 7.0O il 53 NO. 4 LONGITUDINAL BARS 25 IN SLAB 28 IN WALLS QUANTITIES R. CONCRETE 0.95 CU. YDS./FT. 0� RE-STEEL 150.8 LBS./FT. DESIGN CRITERIA FC > 1800. P.S.I. �� FS > 24000. P.S.I. N > 8. LATERAL LOAD OUTWARD (NET) > 40.0 P.S.F. E.F.PR. INWARD (TRI.) > 62.5 P.S.F. E.F.PR. N� (UN.) > 0.0 P.S.F. STEEL COVER (INS. TO CENTER LINE OF BAR) qii WALL INSIDE > 2.00 WALL OUTSIDE > 2.00 SLAB TOP FACE > 2.50 SLAB LOWER FACE > 2.50 1 l il . ` il �� il um �� * ~ r ` ` '�� x HUNTER'S RIDGE ' i �� 1 4. 14.00 W. BY 10. 00 H. R. C. RECT. CHANNEL P WALL DESIGN EARTH FACE DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF STRESS SHEAR REQUIRED STEEL m� FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. 0.0 0. O. 8.00 O. 0.0 0.00 0.00 I 1.0 10. 31. 8.00 36. 0.5 0.02 0.00 2.0 83. 25. 8.00 113. 2.0 0.08 0.01 3.0 281. 281. 8.00 215. 4.5 0.18 0.02 4.0 667. 500. 8.00 343. 7.9 0.32 0.06 5.0 1302. 781. 8.00 499. 12.4 0.50 0.11 6. 0 2250. 1125. 125. 8. 683. 17. 9 0. 71 0.20 U� 7 0 3573. 8.00 900. � 24 3 0 ^ ~ ^ ^ ^"" ^ 97 0.32 ^ ^ [ . () 5333. 2000. 8.00 1152. 31.7 1.27 0. 49 9.0 7594. 2531. 8.00 1442. 40.2 1.61 0.71 II 10.0 10417. 3125. 8.00 1776. 49.6 1.98 0.99 WALL DESIGN CHANNEL FACE �� ii DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF STRESS SHEAR REQUIRED STEEL FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. 0.0 0. O. 8.00 0. ^ 0 8 00 0 0 0 0.00 0.00 1�� 1.0 7. 20. 8.00 27. 0.7 0.01 0.00 2.0 . 80. 8.00 89. 1.3 0.05 0.0 0 I 3.0 180. 180. 8.00 170. 2.9 0.11 0.02 4 0 427 320 8 00 269. 5.1 0.20 0.04 l f 5 833 500 8 388. 7.9 0.32 0.07 6.0 1440. 7 . 8.00 528. 11.4 0.46 0.13 7.0 2287. 980. 8.00 690. 15.6 0.62 0.20 0� 8.0 3413. 1280. 8.00 875. 20.3 0.81 0.31 9- 9 0 4860. 1620. 8 00 1087. 25 7 1 03 0 | ^ ^ ^ ^ ^ 0.45 ^ ^ ^ 10.0 6667. 2000. 8.00 1326. 31.7 1.27 0.62 . II { ` I IF I , ii ! �� ^ �� `= ' II °N ,� A ` 2-5 m1 SLAB DESIGN EARTH FACE DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT A OF I STRESS SHEAR REQUIRED STEEL FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. N� =� 0.0 10210. 363. 9.00 1576. 5.3 0.21 0.89 0.7 8514. 379. 9.00 1401. 5.6 0.22 0.73 1.4 6798. 868. 9.00 1213. 12.7 0.51 0.58 �� 2.1 5172. 1162. 9.00 1023. 17.0 0.68 0.44 �� 2.8 3705. 1311. 9.00 835. 19.2 0.77 0.31 3 2440. 1360. 9.00 653. 19.9 0.80 0.20 4.2 1399. 1350. 9.00 475. 19.8 0.79 0.11 J 4.9 591. 1310. 9.00 295. 19.2 0.77 0.05 5.6 16. 1265. 9.00 46. 18.5 0.74 0.00 6.3 -326. 1231. 9.00 215. 18.0 0.72 -0.03 JI 7.0 -440. 1218. 9.00 252 17.9 0.71 -0.03 �� SLAB DESIGN CHANNEL FACE "� DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF STRESS SHEAR REQUIRED STEEL FEET FT. LBS. LBS. INS. PSI. PSI. INS. S. INS. I 0.0 -7185. 2557. 9.00 1257. 37.5 1.50 -0.61 0.7 -6863. 2535. 9.00 1221. 37.1 1.49 -0.59 1.4 -6204. 2359. 9.00 1146. 34.6 1.38 -0.53 -0.45 li � Z.1 -5361. 2091. 9.00 1046. 30.6 1.23 2.8 -4452. 1781. 9.00 933. 26.1 1.04 -0.37 3.5 -3568. 1467. 9.00 817. 21.5 0.86 -0.30 4.2 -2775. 1178. 9.00 704. 17.3 0.69 -0.23 4.9 -2118. 935. 9.00 601. 13.7 0.55 -0.17 �� 5.6 -1630. 752. 9.00 518. 11.0 0.44 -0.13 ~� 6.3 -1330. 639. 9.00 461. 9.4 0.37 -0.11 7.0 -1229. 601. 9.00 441. 8.8 0.35 -0.10 11 ` DISTANCE IS MEASURED FROM INSIDE FACE OF WALL li |�� .�� / `- v . '. �mm ' �� N li li | 11 ��N� / ��n * ~ 4 � ~�� 1 LOS ANGELES COUNTY FLOOD CONTROL DISTRICT *** DESIGN DIVISION *** II . 14 00 WIDE BY 11.25 HIGH RECTANGULAR R.C. CHANNEL HUNTER'S RIDGE I ' P O WALL 8. 00 INS. BASE OF WALL 9.25 INS. SLAB AT CENTER LINE 9.00 INS. SLAB AT FACE OF WALL 9.50 INS. I *** STEEL LAYOUT *** BAR BAR BAR HORIZONTAL VERTICAL DESIGNATION SIZE SPACING LENGTH LENGTH I INS. FT. INS. FT. INS. B-1 4 11.00 6. 7.75 11. 8.50 B-2 6 11.00 5. 7.00 6. 4.00 I B-3 6 1 1.00 3. 4.00 3. 2. 75 8-4 4 18.00 0. 11.75 11 . 8. B-5 5 18.00 0. 11.75 6. 3.00 I B-6 7 18.00 0. 11.75 4. 2.25 8-7 5 12.00 16. 3.50 B-8 4 12.00 6. 1.75 8-9 5 12.00 4. 9.00 I 59 NO. 4 LONGITUDINAL BARS 27 IN SLAB 32 IN WALLS QUANTITIES I R. CONCRETE 1.07 CU. YDS./FT. RE-STEEL 197.3 LBS./FT. DESIGN CRITERIA I FC > 1800. P.S. I. FS > 24000. P.S. I. N 8. LATERAL LOAD OUTWARD (NET) > 40.0 P.S.F. E.F.PR. 0� INWARD (TRI. ) > 62.5 P.S.F. E.F.PR. I (UN.) > 0.0 P.S.F. STEEL COVER (INS. TO CENTER LINE OF BAR) I WALL INSIDE > 2.00 WALL OUTSIDE > 2.00 SLAB TOP FACE > 2.50 SLAB LOWER FACE > 2.50 I 1 �� / �� ! i 1 i ^ � 1 I ' , � � U� HUNTER'S RIDGE _ � [ 14.00 W. BY 11.25 H. R.C. RECT. CHANNEL 1 WALL DESIGN EARTH FACE DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF I STRESS SHEAR REQUIRED STEEL FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. 0.0 0. O. 8.00 O. 0.0 0.00 0.00 I 1.1 15. 40. 8.13 43. 0.6 0.02 0.00 2.3 11 . 1 . 8.2 130. 2.4 0.10 0.01 3.4 4 . 356. 8.38 244. 5.3 0.21 0.03 4.5 949. 633. 8.50 382. 9.3 0.37 0.08 5.6 1854. 989. 8.63 545. 14.2 0.57 0.15 I 6.8 3204. 1424. 8.75 732. 20.1 0.80 0.25 7.9 5087. 1938. 8.88 945. 26.8 1.07 0.40 9.0 7594. 2531. 9.00 1185. 34.4 1.38 0.60 10.1 10812. 3204. 9.13 1451. 42.8 1.71 0.85 I 11.3 14832. 3955. 9.25 1746. 52.0 2.08 1.17 I WALL DESIGN CHANNEL FACE DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF STRESS SHEAR REQUIRED STEEL I FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. 0.0 O. O. 8.00 0. 0.0 0.00 0.00 1.1 9. 25. 8.13 33. 0.4 0.02 0.00 2 76. 101. 8.25 103. 1.5 0.06 0.01 I 3.4 256. 228. 8.38 192. 3.4 0.14 0.02 4.5 608. 405. 8.50 299. 5.9 0.24 0.05 5.6 1187. 633. 8.63 423. 9.1 0.36 0.09 6.8 2050. 911. 8.75 565. 12.9 0. 0. 16 0. I 7.9 3256. 1240. 8.88 723. 17.2 0.69 9.0 4860. 1620. 9.00 899. 27.0 0.88 0.38 4 10.1 6920. - 2050. 9.13 1093. 27.4 1.10 0.53 11.3 9492. 2531. 9.25 1305. 33.3 1.33 0.73 I �� ~i ` `�� , �� 1 II c , 4 il ; fc '44 , m ` ^ �� 11 SLAB DESIGN EARTH FACE DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF STRESS SHEAR REQUIRED STEEL 11 FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. �� 0.0 14323. 168. 9.50 1788. 2.3 0.09 1.17 0.7 12066. 749. 9.45 1611. 10.3 0.41 0.98 1.4 9766. 1354. 9.40 1417. 18.7 0.75 0.79 J 2.1 7566. - 2 1 7566 1716. 9.35 1215. 23.9 0.95 0.61 2.8 5562. 1900. 9.30 1012. 26.6 1.06 0.45 3 3818. 1961. 9. 813. 27.7 1.11 0.31 4.2 2370. 1948. 9.20 620. 27.7 1.11 0.19 J 4.9 1237. 1898. 9.15 432. 27.2 1.09 0.10 5.6 427. 1842. 9.10 244. 26.6 1.06 0.03 6.3 -59. 1800. 9.05 87. 26.2 1.05 0.00 JI 7.0 -221. 1784. 9.00 175. 26.1 1.05 -0.02 ��N �� SLAB DESIGN CHANNEL FACE - DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF STRESS SHEAR REQUIRED STEEL FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. I 0.0 -10093. 3244. 9.50 1421. 44.1 1.77 -0.81 0.7 -9562. 3246. 9.45 1385. 44.5 1.78 -0.77 1.4 -8628. 3058. 9.40 1 . 4 .2 1. 9 - .7 0 -0.60 �� 2.1 -7478. 2753. 9.3 1206. 38.: 1.5: 0� 2.8 -6257. 2392. 9.30 108 . 33.5 1.34 -0.51 - 3. �� -5076. 2020. 9.25 966. 28.5 1.14 -0. 41 4.2 -4020. 1675. 9.20 846. 23.8 0.95 -0.32 4.9 -3147. 1382. 9.15 738. 19.8 0.79 -0.25 5.6 -2497. 1161. 9.10 650. 16.7 0.67 -0.20 N� 6.3 -2098. 1023. 9.05 593. 14.9 0.59 -0.17 7 ^ 0 -1964. 976. 9.00 576. 14.3 0.57 -0.16 I DISTANCE IS MEASURED FROM INSIDE FACE OF WLL ° ./ • -- �� ~ � �� . ��. J � i � � ` .. II " , ' �� .� n�� -- . , II �� . �� li It 11 ,d11 J. P. KAPP & ASSOCIATES, INC. JOB llu j'cge r_s 446 -e . 3Gy oo/ Cfi Atair -e 15892 Pasadena Avenue SHEET NO. / OF TUSTIN, CALIFORNIA 92680 A Q -MAN /0/7/128 (714) 730 -5757 CALCULATED BY DATE CHECKED BY DATE SCALE X / . , . .....:.. ;Dc ,fAt ce- ALC /14 -72,41.-)0/. 4W /'G S- 7,S ZO4D r J' /' , "T .. N.= /3 . !ate - 3 2 ?S. 107,1 . 2 x yoos �. , q t r ' 4 4 = 3 . 6 / e : 4, 3 f �....... , O4 -( G{1i�/+�s(�7G�i� "'g/%V /- c lJj.' ...... j 12 ........:G 1 �''� - ..................... //, ?s / 77// /-9- /6 A- V fA � x ....... oit15W7 /0 ,13 E M - /'7f " -> /6. 33/-< .. _'...... ... ........ i r?9,e...... I/7"0- 4 . 4t �/ 4'.' _: y1.4X r o4- E/v,7 . •�j- E .... .....:......................... jY 5d 51z / -# /6, 3' -x j /c 45 US 7rcxN�ss p,=-- S, of 5Fe 7/04/ e A7 8 ,� L = - 1/ = 7, .fir 0 GT �Z i/ :...................... ��n. S - / /,3f - - = S� " . - 2.S- ( r w.�ac) ( Z /D 7 471z (toe VELOt:: s g 494, /feit .f3 -/ /2" - - c�.2 �ti 2 ... /1 = 0.49 / /// ":" / 1-i-y/ s 201.1 /N / Inc, Gmtm, Mass. 01471 J. P. KAPP & ASSOCIATES, INC. �OBN��TE�` ��,��F.. 3 G�i-ool r ''�g`�' O 15892 Pasadena Avenue SHEET NO. OF OF /l TUSTIN, CALIFORNIA 92680 S. KER. nnPA 1• DATE 1° t 1 W (714) 730 -5757 CALCULATED BY CHECKED BY_ DATE SCALE 5c,e ... /Zee-4 : ,4i2 ...; p ... 4 - s /: - z�i.r' 3i L Xzoot, 2c-a d -‘ / x .. 7,� 3 'x oo /Z it 2< /,2%. L ,Q _ ' 1 : 5... 'eai2j 21 ca . j a / /�v . . . . . • . . ...... ......... } �... • AD ✓vsT : l�� z '7� c, :.. L V6,7./s of 4f s .... / 2/ x/cw 1 6/2.; (:# /21'� A5 - 7, 2S x 4- S .....:........: _ . 7 7 t� f7GG� - s ;D Z¢ , 2 rt /0?/ /Ii • 771/5 /5 3 Cew - ' .. _...;. : ............_ /i9,,v . / `D Exrenr.s /0, s cr'r." orE ...... /0.:5" -. . - :: 7 �"f .... /3.f /3-3 t /O S" = :3 - 8474f • T (sK Z rivGrit fir 77f ,f £-- 3 3 —10 t Vo 8 z 4 / _ ‘/ T Tie( s it') 2 . .. ..... : / ..... p�� / 4- 2 , T: OFD (# . ca /2 `) ,4 S4.`l G:6 IN /4 ✓� ( x O 8 6 2, 3 1-14. .. � 6.02 7 2i) 7 /S 6. o J'4 /c ,.SE 2041 INC ., Croton. Mass 01471 1 �oeNoNTEJF.'S �.IIJGF•�5 t� 4- ooi l'.k+l�K1NE1 J. P. KAPP & ASSOCIATES, INC. 15892 Pasadena Avenue SHEET NO. 3 OF TUSTIN, CALIFORNIA 92680 QQ � V � (714) 730 -5757 CALCULATED BY /3+ 15F � /R M DATE IZ 1 113g CHECKED BY DATE_ SCALE ........... 'D 4 /1x G? 7:S ' — - - — 71�T ....: ! la o � T LT � ' 7 . 35 . - � / r - 3 - P -OG ' SE -Z ` !/E72 T GC CTh'; r i_ z;, : ..... ............................... l . �" .. /N -S /z't . c� Ji-'4 -Gc p'zi J/ e ,C-' � /V7 � J7 :f: ,R° G,ei f .</A/e - - 4 fA ... H _ /0 i0 -7S Th /S ................. ......................�— Q�C/G7/ 7.76 A/ C // ,CJ p / 4' " 5z 17- 7i(�r=D.� c cMC Air .. ,4. %tic- 52�c�' _ S 3 ( - - 8./ , r. .............7.. S „ . -- � �i Sine , ./4172 6 CJSE GOrzi�lJ. criz ' ' / ... 0t!.... ..._ !0. 7:- ........ T - r . 7 — fi Als _ /i; V/ ...................... ..............................r ....... .. . ............. 7 z- / ... mac- — > � 3�0 ��. ( At3/.7 ) PAOOIJCT204-1 /7IM., Groton Mass 01411 J. P. KAPP & ASSOCIATES, INC. Hu CAt rEk" i r@I D 6E ,3 6w -001 t P �t 32 15892 Pasadena Avenue SHEET NO. OF // TUSTIN, CALIFORNIA 92680 pp � ^ (714) 730 -5757 CALCULATED BY A • ? A �/� l eh •V t DATE iO t1 I O Z5 CHECKED BY DATE SCALE 2 i 5 C7 4 • /.2. � $ j- S' 1/ .............. /1141 -4 : . --.` / / sa 6 ''- . ,./ / " -- e ---7: // e i i' 7 • : _.. ; .... .. P G-.//.0 / T2 ->wT- 04 f - �e ,,// A X 7 Q A a' iz .. . L '&:-. "77 g4 /3 -/ .... P ... ki/ ........... Y Ti, TO; ° LA/? SPc /C C= .L/7»' ) ' , C . z-, , s -' ; .�- 5-./e--- 00 . /10" -f 7 -/-0 4 s y4_*--.-- s/- 6/4//,' ' ,,- le/---,7# Fp-t- 8-/ 1 . . . r 4x — /G _ i �¢x2 d �s��: AT lr.�t ■ . 2041 (Nees' Inc., G04, Mm. 01471 MIL J. P. KAPP & ASSOCIATES, INC. jos tiunrrE5 giDGEs3Ltt-gol 04-a-um 33 I 15892 Pasadena Avenue SHEET NO. TUSTIN, CALIFORNIA 92680 5— OF 1/ (714) 730-5757 CALCULATED BY / • 8E 12- 01 DATE V O I .1 IS'S 1 CHECKED BY SCALE DATE . . • ' '. i I : . ii , v. i , : . . .• . : i • : : : ; ; , /ryo.sir-ivT.5: t.. : ••• • l . 1 Sr:(' ,4-,e e :1-/-;-Zo r,e/...te - , . • • . ., Fie- i ,v_2/: • : : • • /., 0,..$ , /e. - 07 - . .: , . - p€:' .3 7 1: ;/./0 i i,"_.,..5-/: :42J/j/ ,.'?.a)oet . . „ . . . . . . . . . . . . . : . . 11 , : . . . . ... . .• : : . . .. . •• : . • . . . . . . . , . . . . .. . . . . . • • .• . i : : : 3. I. • • . . . . . . . . • . . . . . : .. . . . . . .. . . . . : . • . . •. 1 ''. , !..• '! . . ; . '.. i i . . . - . , : : '. ... -.. - ..,. - ..-.:•• - ...... ; --- - ..... ..i- ¢.', . - -.....-: - .. .--- i.... ...1 . ..: 4 ... . ; .. ' ' . ; : : , ; . : : 1 ! -- .• . . • , . . . . . , I ' : '1. : i, :. I • . . . . : .• . : . . . . : . . . • :, , . . . . . . • . . , • , , . . „ . , . . . . . . . . . . . ii i . . : : • : . . . • : 47. : ;„ : • „ I i, :. :. ; ; ; ; : . . . . . . . . : . . . . . 1: : : i :. 7 ..., . . . 6- • • /....e. . . . : : . •. . . . ., 4 1, : . i , :• . . , • , . : . . . , .• . , •. . . . . . : : • ; '1 , • 1 : . . . . . • . ' : ! ts : i : " . : . . . . .. . ....,: . ::.... '.:' ......., ... .:, 5 . ....,: _ • .: :: ! ,......i :. - , . • , : i i . , ! : C \ (N i ..... i : • • • '.,...,.. , . . . . . . i . :: : , , • , . : , : . .., , . : . • i . I /0 - ' • • : ' - • ' ',' - - . ' ! • . . ' . . • , . : . . . . . '. . • .• . . . . . . . . . • . . . : . . . . . • 1 : :• : ' : . . . • • • : : . A- . . .. . . . - • ' • - .'..... :... -; --: /z • • - ;; . i -.. . - .--. -'.• .....' : , . , : . : . : , , i. ' i 1 ' : : ,' ' ' • • . • . : : . . : • . . . . : . „ . „ . . . . .. . . . . . . . . . • . : . . . .• 1• • • •-• • : • . . : „ , : . . . . . . . : . . . . . • . . : • • : . . : • : . . . . .••. .• , . : • : :N.:. - , : : i : :: : • : : . : . • , : ... . . . . . . . . . : . : . . : . .• 1 . . : . . . •. .: . : : . • . : . . . . . . • : i . : • . . : . : : . : • : . . .• . • . , . : . . . 4... . • . : . . . . • -,,. I • . , : : . . . : . . . .• ..... . . ... „ . . . . . . . . : : • , • .. . • . . • ,. :. ::. . : . . : : • . . . . . . . . . •." . . : . . . • . . . . , . . . . . : . : . . . . . . . . : : . .• . . • . . . : ~ ° ��~� -� � LOS ANGELES COUNTY FLOOD CONTROL DISTRICT I *** DESIGN DIVISION *** 14.00 WIDE BY 10.75 HIGH RECTANGULAR R.C. CHANNEL HUNTER'S RIDGE I THICKNESSES TOP OF WALL 8.00 INS. BASE OF WALL 8.75 INS. SLAB AT CENTER LINE 9.00 INS. �� SLAB AT FACE OF WALL 9.00 INS. *** STEEL LAYOUT *** 1 ' BAR BAR BAR HORIZONTAL VERTICAL ~~ DESIGNATION SIZE SPACING LENGTH LENGTH INS. FT. INS. FT. INS. I B 4 9.00 6. 2.75 11. 2.00 8-2 5 9.00 4. 9.50 5. 3.25 8-3 5 9.00 2. 11.25 2. 10.00 8-4 4 14.00 0. 11.25 11. 2.00 I B-5 5 14.00 0. 11.25 5. 2.75 8-6 5 14.00 0. 11.25 2. 9.00 8-7 5 13.00 16. 2.50 I B 4 13.00 5. 9.50 B-9 5 13.00 4. 6.50 59 NO. 4 LONGITUDINAL BARS 27 IN SLAB 32 IN WALLS ~~ QUANTITIES R. CONCRETE 1.01 CU. YDS./FT. RE-STEEL 177.4 LBS./FT. I DESIGN CRITERIA FC > 1800. P.S.I. FS > 24000. P.S.I. N > 8. ' I LATERAL LOAD OUTWARD (NET) > 40.0 P.S.F. E.F.PR. INWARD (TRI.) > 62.5 P.S.F. E.F.PR. (UN.) > 0.0 P.S.F. j STEEL COVER (INS. TO CENTER LINE OF BAR) WALL INSIDE > 2.00 WALL OUTSIDE > 2.00 SLAB TOP FACE > 2.50 SLAB LOWER FACE > 2.50 1 1 1 1 �� 1 . W� v �� A , , ^° �� HUNTER'S RIDGE I 14.00 W. BY 10.75 H. R.C. RECT. CHANNEL WALL DESIGN EARTH FACE 1 DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF i STRESS SHEAR REQUIRED STEEL FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. I 0.0 . 0. 8.00 ` 0. 0.0 0.00 0.00 1.1 13. 36. 8.07 40. 0.6 0.02 0.00 2.2 104. 144. 8.15 123. 2.2 0.09 0.01 3.2 349. 325. 8.23 232. 5.0 0.20 0.03 I 4.3 8 8. 578. 8.30 367. 8.7 0.35 0.07 5.4 1618. 903. 8.38 526. 13.5 0.54 0.13 6.5 2795. 1300. 8.45 713. 19.2 0.77 0.23 7.5 4439. 1770. 8.53 927. 25.8 1.03 0.37 0.56 �� 8.6 6626. 2311. 8.60 1171. 33.4 1.33 N� 9.7 9434. 2925. 8.68 1446. 41.7 1.67 0.79 10.8 12941. 3611. 8.75 1754. 51.0 2.04 1.09 1 WALL DESIGN CHANNEL FACE DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF 1 STRESS SHEAR REQUIRED STEEL FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. I 0.0 0. 0. .00 0. 0.0 0.00 0. 1.1 8. 2 . 8.07 31. 0.4 0.01 0.00 2. 66. 92. 8.15 97. 1.4 0.06 0.01 3.2 224. 208. 8.'"7 183. 3.2 0.13 0.02 4.3 530. 370. 8.30 287. 5.6 0.22 0.04 0.08 II 5.4 1035. 578. 8.38 409. B.6 0.35 6.5 1789. 832. 8.45 550. 12.3 0.49 0.15 7.5 2841. 1133. 8.53 710. 16.5 0.66 0.23 8.6 4240. 1479. 8.60 889. 21.3 0.85 0.35 . I 9.7 6038. 1872. 8.68 1089. 26.7 1.07 0.50 10.8 8282. 2311. 8.75 1311. 32.6 1.30 0.68 �� __ 1 II 1 �� II �� 1 r ~~ I ! , ° 1 �� -�� II i SLAB DESIGN EARTH FACE I DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF STRESS SHEAR REQUIRED STEEL FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. I 0.0 124 6. 1 . 9.00 180 . 2. 4 0. 10 1. 1 07 1430. 686. 9.00 1599. 10.0 0.40 0.�1 1.4 8344. 1229, 9.00 1383. 18.0 0.72 0.72 -.1 6762. 1539. 9.00 1164. 22.6 0.90 0.54 2.8 4571. 1679. 9.00 948. 24.6 0.98 0.38 I 5 3024. 1705. 9.00 740. 25.0 1.00 025 4.2 1749. 1664. 9.00 539. 24.4 0.98 0.14 4.9 759. 1594. 9.00 338. 23.4 0.93 0.06 5.6 55. 1524. 9.00 85. 22.3 0.89 0.00 6.3 -366. 1474. 9.00 228. 21.6 0.86 -0.03 N� 7.0 -505. 1456. 9.00 271. 21.3 0.85 -0.04 �� SLAB DESIGN CHANNEL FACE { DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF I STRESS SHEAR REQUIRED STEEL FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. 0.0 -8783. 2972. 9.00 1429. 43.5 1.74 -0.76 0.7 -8298. 2959. 9.00 1778. 43.4 1.73 -0.71 -0.64 I 1.4 -7435. 2761. 9.00 1284. 40.5 1 .62 2. 1 -6372. 2454. 9.00 1165. 36.0 1.44 -0.54 2.8 -5249. 2095. 9.00 1032. 30.7 1.23 -0.44 3.5 -4167. 1730. 9.00 897. 25.4 1.01 -0.35 4.2 -3204. 1394. 9.00 766. 20.4 0.82 -0. 27 N� 4.9 -2410. 1110. 9.00 648. 16.3 0.65 -0.20 ( - 5 6 -1822. 897. 9 00 552 13 1 0 53 0 15 -� . . . . . . . _ . 6.3 -1462. 764. 9.00 487. 11.2 0.45 -0.12 I 7.0 -1340. 720. 9.00 463. 10.5 0.42 -0.11 DISTANCE IS MEASURED FROM INSIDE FACE OF WALL il . �� .�� II ( .�� ! . �� I [ , �� ' �- � �' ' II ! | 0, �� ' � ~^ � ] LOS ANGELES COUNTY FLOOD CONTROL DISTRICT *** DESIGN DIVISION *** ] 14.00 WIDE BY 11.75 HIGH RECTANGULAR R.C. CHANNEL HUNTER'S RIDGE THICKNESSES TOP «� OF WALL 8.00 INS. BASE OF WALL 9.75 INS. SLAB AT CENTER LINE 9.00 INS. I SLAB AT FACE OF WALL 10.00 INS. *** STEEL LAYOUT *** BAR BAR BAR HORIZONTAL VERTICAL �� DESIGNATION SIZE SPACING LENGTH LENGTH N� INS. FT. INS. FT. INS. B-1 4 12.00 7. 2.75 12. 3. 0 B-2 6 12. 00 6. 1.50 6. 11.75 �� B-3 7 12.00 4. 0. 75 4. 0.00 B-4 4 11.00 1. 0.25 12. 3.00 B-5 4 11.00 1. 0.25 5. 4.50 u� B-6 5 11.00 1. 0.25 3. 5.75 �� B-7 7 17.00 16. 4.50 B-8 5 17.00 5. 11.00 �� B-9 5 17. 00 4. 3. 50 59 NO. 4 LONGITUDINAL BARS 27 IN SLAB 32 IN WALLS QUANTITIES �� R. CONCRETE 1.13 CU. YDS./FT. RE-STEEL 215.3 LBS./FT. I DESIGN CRITERIA FC > 1800. P.S. I. FS > 24000. P.S.I. N > 8. LATERAL LOAD I OUTWARD (NET) > 40.0 P.S.F. E.F.PR. INWARD (TRI.) > 62.5 P.S.F. E.F.PR. (UN.) > 0.0 P.S.F. STEEL COVER (INS. TO CENTER LINE OF BAR) WALL INSIDE > 2.00 WALL OUTSIDE > 2.00 �� S LAB TOP FACE > 2.50 SLAB LOWER FACE > 2.50 :I 3 :I il il ' il ` Y w ° i ��r I ~�� HUNTER'S RIDGE 14.00 W. BY 11.7 H. R.C. RECT. CHANNEL WALL DESIGN EARTH FACE I DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF STRESS ~'` ^ SHEAR REQUIRED STEEL FEET FT. LBS. LBS. INS. PSI. PSI. INS. S. INS. J 0.0 0. 0. 8.00 0. 0.0 0.0 0.00 1.2 17. 43. 8.18 46. 0.7 0.03 0.00 2.4 135. 173. 8.35 137. 2.6 0.10 0.01 3.5 456. 388. 8.53 255. 5.7 0.23 0.04 0.08 1 4.7 1081. 690. 8.70 397. 9.8 0.39 m� 5.9 2112. 1079. 8.88 563. 14.9 0.60 0.16 7.1 3650. 1553. 9.05 751. 21.0 0.84 0.28 8.2 5796. 2114. 9.27 963. 27.9 1.11 0.44 0.65 I . 8652. 2761. 9.4 1199. 35.5 1.42 10.6 12319. 3495. 9.57 1459. 43.9 1.76 0.91 11.8 16898. 4314. 9.75 1743. 53.0 2.12 1.24 1 WALL DESIGN CHANNEL FACE DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF �� STRESS SHEAR REQUIRED STEEL FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. .0 . 0.0 0. .00 �� 1.2 O. 11. O. 28. . 8.18 36. 0.4 0.02 m� 2.4 87. 110. 8.35 108. 1.7 0.07 0.01 3.5 292. 249. 8.53 201. 3.6 0.15 0.02 4.7 692. 442. 8.70 311. 6.3 0.25 0.05 0.10 �� 5.9 1352. 690. 8.88 437. 9.6 0.38 �� 7.1 2336. 994. 9.05 579. 13.4 0.54 0.18 8.2 3710. 1353. 9.23 737. 17.8 0.71 0.28 9.4 5537. 1767. 9.40 910. 22.7 0.91 0.41 10.6 7884. 2237. 9.57 1099. 28.1 1.12 0.57 11.8 10815. 2761. 9.75 1303, 33.9 1.36 0.78 1 �� II �� il 1 �� 1 � �� I . � �� '�� - � U ' . 0 SLAB DESIGN EARTH FACE DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF STRESS SHEAR REQUIRED STEEL �� FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. 0.0 16:74. 158. 10.00 1780. 2.0 0.08 1.24 �� 0.7 13867. 829. 9.90 1626. 10.7 0.43 1.06 �� 1.4 11345. 1497. 9.80 1451. 19.5 0.78 0.87 2.1 8920. 1914. 9.70 1266. 25.3 1.01 0.69 2.8 6698. 2144. 9.60 1076. 28.8 1.15 0.52 �� 3 4751. 2243. 9.50 887. 30.5 1.22 0.37 �� 4.2 3125. 2259. 9.40 703. 31.2 1.25 0.24 4.9 1846. 2232. 9.30 528. 31.3 1.25 0.14 5.6 927. 2191. 9.20 365. 31.1 1.25 0.07 �� 6.3 374. 2158. 9.10 227. 31.1 1.25 0.03 �� 7.0 189. 2145. 9.00 161. 31.4 1.26 0.01 �� = SLAB DESIGN CHANNEL FACE �� DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF �� STRESS SHEAR REQUIRED STEEL FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. �� 0.0 -11526. 3525. 10.00 1416. 44.8 1.79 -0.86 =~ 0.7 -10949. 3545. 9.90 1394. 45.6 1.82 -0.83 1.4 -9946. 3369. 9.80 1333. 44.0 1.76 -0.76 2.1 -8710. 3072. 9.70 1247. 40.6 1.63 -0.67 �� 2.8 -7394. 2712. 9.60 1145. 36.4 1.45 -0.57 =� 3 -6117. 2338. 9.50 1036. 31.8 1.27 -0.48 4.2 -4971. 1987. 9.40 928. 27.4 1.10 -0.39 4.9 -4020. 1688. 9 30 831. 23 6 0 95 -0.32 � . . . . . . . _. f�� 5.6 -3311. 1461. 9.20 753. 20.8 0.83 -0.27 �� 6.3 -2874. 1320. 9.10 706. 19.0 0.76 -0.23 7.0 -2727. 1272. 9.00 696. 18.6 0.75 -0.22 p DISTANCE IS MEASURED FROM INSIDE FACE OF WALL �� ~ 40 N� `� N� ,� N� �� N� .� �� `� �� , � �� `� N� `� II J. P. KAPP & ASSOCIATES, INC. cos } NT ie�� R/I ?G - D 0 / ct/r4�t/N�L � 15892 Pasadena Avenue SHEET NO. / OF �/ TUSTIN, CALIFORNIA 30 -5757 CALCULATED BY 92680 �� / DATE 1 / 7 / a � (714) 0 7 CHECKED BY DATE SCALE C/ CCTo/, / X // S 1 / . 9 Dc /-o, 5 -78 /I = /ii.8 o ("/--/-20 'p? 7 T R 7esFc/ E 2 � . 5 / s�- / : 5Nt z 2 5)( //s = 4. /34 : ': 3, ¢7k 2 x /o00 .. _ C /vF /e / -�/6c : /° ? /.v7 e 'e'T x. C. .... �' ...._ 6-7/7 _ /2. 25 7ti! / C /2/,4. ................ 4's _ /9/�9 _ > 1,49-e‘ / --` /2 / = /. O'" /8.5 ' gG .......; Tip/ /GC,Wd � I?/r9 -LC. 47 44-se /Q /4- T'#/c / /A/G ®F se-, 4-7 /' =7/(;), 51 aF Sec _ - fir _Se,Q -: 20T A F = /2• //— — -3 – 7 14/4 � ' 5.... cr _ /O y ,9- 0 /o '¢S = 0, 53i4z - 6 67 - 0 53 ieg -3 S _ D 3 / . � ...�• : , 2 ,� ‘2,= 57e f1 .. ....... ... =..... f 8 8 x/2 op e'✓J x 2 /000 X D,J .5 2s - �� 2041 Inc. Csdun, Mass 01171 J. P. KAPP & ASSOCIATES, INC. JoBilUAITER. AIDGE, 3 6tl -oOI ('/1Y J�€ q 15892 Pasadena Avenue SHEET NO. OF TUSTIN, CALIFORNIA 714 ) 730-5 IA 92680 757 CALCULATED BY PM E P AA RN DATE 1 fl 11 730-5757 CHECKED BY DATE SCALE _ ✓vs .. _T ay; d f 6'.71-<5 / — .3... C ` ... A O1/ w f G?. "3 Cam/, /// C`i 0/ -7 7. (S-- g;te.V i O 77 X Zq X • 0;8'73-x o�s�X � J— � � ' b /2i / : cx T ✓S .O,c / 2 9 ; T L / :. off. /g 3 (a ... 7-5 i (; - = f G4E' //! ?; /3 /2 - .... Cpl a � � �a /ca G D -..2 Arco 2.$� 7 7 / fri/4)2c .8>9.Se: (1-;// ‘47 rcv 4 Wiz "gy 9 .T C3 -2 7ce`: / -'l /Z _,0.5 - • "7") . f4 - :o,c GJ! . t i.v - - /92tZii Co;•�. f ... �/,v i / . , .._ 6" / B 6 ,5a 8 , 5 / : -2 , ix/9 /3 3. Di�l�i . : %�! .... %3& /Z e5-- /V‘ 7 (. /Z 8, -2 6-3 / •o/i .Corte/ P/14/) Fl•( Hi4 _ / 2S i4 13-1: ,e/ogiz. 204-1 LAyliV Inc, Won Mm 01471 J. P. KAPP & ASSOCIATES, INC. JOB H� NT FR. S te � DG E 3 6 y - ° 0 r +�N N �l.z/ 15892 Pasadena Avenue SHEET NO. ✓ OF I TUSTIN, CALIFORNIA 92680 < g (714) 730 -5757 CALCULATED BY A .8E R. N DATE 10 fl CHECKED BY DATE SCALE /t/G77/ S fi.‘) 1 Z.,L - 7" R' /A-P SQL /c L = Zo" / GLASS... G Sx /cE OF L,41 »`'G (4,¢FAiQJ" fie-0 : �9�.r: / - o , - A/1'9 - 1 of en vc. C 2 : ,4.c� - /G 4 _ ) c BEGD .. . /171A / ...._ e? , S '14q 7iv, / .... of /'G • S 89 Go,¢ v . 73 ... /3 , A/o 4/ -A T/ yr ,'4//v7 / v ,6 C4 r uc:. < 4 7&=x- 7 2 44G Lei• C�.: 6 / S E •g/4 ... 4- 5_ / c r y _ . e 2 3? ; b y / ,�.�,�r o�,r 8- � -7‘ ; ¢ � ice" 4 ; d. ?-� h �� 4 ?� 14, 8- // •O x c,24 .r 0.. 7 X /gl ow /4. , = �,� ,92 ''� > � — 7 kr /� F� eo (4-71P" l'/' I 6q . / 0/14f.c, le Att. Ai • x 1.�� 3 x .ZyxO.d7.r / -* 8 / `1 /03x' SPLi e.&- 8 6 )(I fi / 74 )2/9 G - Eck M _ n X 7 s - X _ ldr'4 /� ,4 r /.�0 24 0 � 7 (4' 7 7%, o 17e 772 Fe,te N. 0,2¢ x 24 0.d7sx ‘ /,2 (P or i s ....lo ...:...g S ....._.:.,.=- lo.r -� ..........A ° /% Gc?Ad /" '/+1/' -'0 T- • 13 2041 Ter7 Inc., 0rotun, Mm 01471 J. P. KAPP & ASSOCIATES, INC. JOB HF/Ai'Fe2. $ £ D E.3 C4- C }� �tttEk.. q3 15892 Pasadena Avenue SHEET NO. OF { 1 T USTIN, CALIFORNIA 92680 Q ‘0111.8)r (714) 730-5757 CALCULATED BY ft • a g R. NM � 9.3 DATE CHECKED BY DATE_ SCALE : I ' : i i : Fo/ .. • • ./ .... _ .0... .�. ......................._ ..Yegr.<............ / r . 2 P S .. F=. /�. .............. 1. • : 4426>/, f' vOct P i?Fs arc. Z .1 .. ...:..._ x-,84 ...,4 . _ : 4.2.: : .. 5 . 8 . 20 �� /0 : t . I 71s ,gam ,� / _. • . • • • ��- tfil1 CC. r lm r.��r• a,.. mill : . 5 yq j 7 , 1 • 1 if .. .. , • 11 z u) O m t0 N M t.. N N CO O d' co M N er O • U r' N N M M er r!7 m M V r H N N N M er u) O C y c :,� -., . " Q p :::: �`. G N COO M 1� N O ti R} N N tD Ql N N t-+ O C= A d ;�' 1.4 CO e r N N N M e}' u7 CD t0 e ti rt rti .-� N N M '0' „ 0 E I',. 1 .,.. P9 `� V ern{ �. II n c - a' N N u) p N eN N Os aJ N N N d' . O u) N Of „ ` Q r.r r-i r. r' N N M M C Q N N r. r^r r' N N M M .4: . W ,,� . : • .. . 01 4 0 ' 1 . MOtOr- +COCOOOM NCOO�OCOCOO)N A 0 m ° d. U N N M M d' M n to .O V H rti N N N M 1. M n .0 a ” .,., - „ e0 '� m d `o y . 9 A,' Cl) • C r°'::v� 1. o ° p c CO CO co NCO O M lam "N erCOOf E O] NN 0 CO CA No u710 u7 h a "" m °o 0 ` ▪ }. C lc N e-r N N Ni M a u7 CO L. 40 N r. r re N N M eN N O 26-0 C :•� .' . 43 0 H a;...@ — 0 u V „ C 3 a„ s ' V 'w. 3! tr, Q C� '-" " N N Cry M e-' h eN M M m N N N er n, r er N 0 0 In no a N^ G � , 4 _ ' •„ M .L Q r.r r' ew N N N M e1' 1A 0 Q . r. r' r! r N N M d' a. O a v ...0 . '• r k . 7. WWWW . c. • 0 F-1 L7 o c. 4+ -.0 °: °; ; Id V w » q 171 oo :° v • C r1r U ,. N N CO3 M u) CO q0 O . r"' 0 V N CO N N v4 C4 CO o0 I 43 °j C • v c , .CY i t ‘.... 14 .LN4 V N m O M O Of co M n U § N N m O7 er rt Of O N C . Cb . > 00 , ., ' 0 r=r m4 er 1.4 H N N M M er CO 1. O er rr rr r-t r t N M M b CO @ m » 0 .0. , i Z 'U •....' Y . rrY 'O y a . C C - .47� 4� + Z C .r. N N u) o0 M co o0 00 Of cl Q . N N N er o0 er O CO !; Ca O c y '�;',� "• . ; . .p H r-t r. rr N CO CO '0' to r! rt r. r. r! N M M V' •.. C 0 A • O - • O 1 .� ~ a 40 • 0 w e •�+ 0 00 a •, ; � V! q J m u)OtONeMOu)u)CO ni NCOOCOCDnp OM a v 0 ►� 0 4 . It C.7 r! N N M er t0 O) .0 C.1 e - C r-r N N M er t0 [� O 3 w 0 a „ , . , t :. s • 1.3-‘2 Rr U _ w .. $ a @ ar 5'.07 . �*; 41 Z N CO O 40 er CO - M 4 O Qa N N CO O N 00 CO 0, r! ti u C y 'd�' V M N rr N N M ar N n 07 M F41-41-4N . N M er u) h 3 C .42 ^; , t l Y y, : , . '" ,e. , y W : V \ fr 11 0• � fit `:..%p x .,d E ' N N CA O t ) O 40 tl' CO o0 N N N u� r! 7 Cq Q u� Cq ,,0 m •M O y y ., +1`' {- d N r-C V. rt N M 4 2 2 Q r. r! rt r! N N M er ': ` ` - ri PO r0 N M ' ' M CO n o0 co 1.4 r .0 r ' N M n H er U0 m 00 CO O) . 0. O �D 1; �k �k �k �k �k �k PO ' lk 4k lk lk 4k 4k 4k �k �k < .c @ 7 _ . � ; ; Es W @ V Q :r t p r. ;.,, v • YA i '1, A ~ ^�^�- �� 0� LOS ANGELES COUNTY FLOOD CONTROL DISTRICT *** DESIGN DIVISION *** II 14.00 WIDE BY 11.50 HIGH RECTANGULAR R.C. CHANNEL HUNTER'S RIDGE THICKNESSES TOP OF WALL 8.00 INS. �� BASE OF WALL 9.50 INS. SLAB AT CENTER LINE 9.00 INS. SLAB AT FACE OF WALL 9.75 INS. 1 *** STEEL LAYOUT *** BAR BAR BAR HORIZONTAL VERTICAL DESIGNATION SIZE SPACING LENGTH LENGTH I INS. FT. INS. FT. INS. 8-1 4 11.00 6. 10.50 11. 11.75 II B-2 5 11.00 5 7.25 6. 5.00 B-3 7 11.00 4. 3.00 4. 3.75 B-4 4 13.00 1. 0.00 11. 11.75 B-5 5 13.00 1. 0.00 5. 8.50 1 B-6 5 13.00 1. 0.00 3. 0.50 B-7 5 10.00 16. 4.00 B-8 4 10.00 5. 11.00 4 10.00 4. 1.75 2 8-9 59 NO. LONGITUDINAL BARS 27 IN SLAB 32 IN WALLS QUANTITIES I R. CONCRETE 1.10 CU. YDS./FT. RE-STEEL 205.7 LBS./FT. DESIGN CRITERIA > 1800. P.S.I. 0� FS > 24000. P.S.I. N > 8. LATERAL LOAD OUTWARD (NET) > 40.0 P.S.F. E.F.PR. I INWARD (TRI.) > 62.5 P.S.F. E.F.PR. (UN.) > 0.0 P.S.F. STEEL COVER (INS. TO CENTER LINE OF BAR) I WALL INSIDE > 2.00 SLAB TOP FACE > 2.50 WALL OUTSIDE > 2.00 S LAB LOWER FACE > 2.50 1 � �� 1 1 1 1 �� . �� .� 4 . '! II w. �� HUNTER'S RIDGE �� 14.00 W. BY 11.50 H. R.C. RECT. CHANNEL il WALL DESIGN EARTH FACE DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF STRESS SHEAR REQUIRED STEEL w� FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. . . 0. 8.00 0. 0.0 0.00 0.00 0. 00 �� 1.1 16. 41. 8.15 45. 0.6 0.07 �� . 3 127. 1 . 8. 30 134. 2. 5 0.10 0.01 3.5 428. 372. 8.45 249. 5.5 0.'2 0.03 4.6 1014. 661. 8.60 389. 9.5 0.38 0.08 5.8 1980. 1033. 8.75 554. 14.6 0.58 0.16 6.9 3422. 1488. 8.90 742. 20.5 0.82 0.27 m� 8.1 5434. 2025. 9.05 954. 27.4 1.09 0.42 9.2 8111. 2645. .20 1192. 35.0 1.40 0.62 10.3 11549. 3348. 9.35 1455. 43.4 1.74 0.88 ]� 11.5 15B42. 4133. 9.50 1744. 52.5 '.10 1.20 �� il WALL DESIGN CHANNEL FACE DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF � STRESS SHEAR REQUIRED STEEL � FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. �� 0.0 0. O. 8.00 O. 0.0 0.00 0.00 1.1 10. 26. 8.15 34. 0.4 0.02 0.00 .3 81. . .30 106. 1.6 0. 0.01 �� 3.5 274. 238. 8.45 196. 3. 5 0. 0.14 0.02 �� 4.6 6' . 423. 8.60 305. 6.1 0.24 0.05 5.8 1267. 661. 8.75 430. 9.3 0.37 0.10 6.9 . 952. 8.90 572. 13.1 0.53 0.17 �� 8.1 i ' 1296. 9.05 730. 17.5 0.70 6.'n.6 �� 9^ 2 ~�' ~^ 1693. 9. 20 905. 22. 4 0. 90 0.79 5191. 10.3 7391. 2142. 9.35 1096. 27.8 1.11 0.55 11.5 10139. 2645. 9.50 1304. 33.6 1.34 0.75 ~~ I -- 1 il 1 1 �� 1 4 ' 1 ii * . ^ �� -� � II SLAB DESIGN EARTH FACE DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF STRESS SHEAR REQUIRED STEEL FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. -- 0.0 15306. . 9.75 1784. 2. 0.09 1.21 0.7 12945. 787. 9.68 1618. 10.4 0.42 1.02 .4 10535 1423. 9.60 1474. 19.1 0.76 0.83 I '--�. 1812. 9.53 1240. 24.6 0.98 0.65 ^ ~��1 . 2019. 9.45 1044. 27.7 1 . 1 1 0.48 2.8 --- . 2099. 9.38 850. 29.1 1.16 0.34 -.- �73V. 2100. 9.30 661. 29.4 1.18 0.21 �9 1524. 2061. 9.23 479. 29.2 1.17 0.12 2 I � 6 . 2012. 9. 15 306. 28.8 1 . 15 0.05 -- -'. 6.3 140. 1975. 9.07 136. 28.6 1.14 0.01 7.0 -33. 1961. 9.00 65. 28.7 1.15 0.00 SLAB LAB DESIGN CHANNEL FACE �� DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF STRESS SHEAR REQUIRED STEEL FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. I ~ ^ 0 -1 794 3383. . 75 14 8. 44. 4 1 . 78 -0. 83 0.7 -10240. 3394. 9.68 1389. 45.0 1.80 -0. 80 1.4 -9271. 3211. 9.60 1321. 43.1 1.72 -0.73 ''1.8 . L . 2910. 9. 1226. 39.4 1.58 -0.64 -0. 54 Q� - - . 2549. 9.45 1117. 74.9 1.40 �� 3-5580. 2176. 9.38 1001. 30.1 1.21 -0.44 4.2 -4478. 1827. 9.30 887. 25.6 1.02 -0.36 4.9 565. 1531. 9.23 784. 21.7 0.87 -0.29 5.6 -2886. 1306. 9.15 701. 18.7 0.75 -0.23 I 6.3 -?4�R. 1167. 9.07 648. 16.9 0.68 -0. 20 7.() -2327. 1119. 9.00 635. 16.4 0.66 -0.19 3 DISTANCE IS MEASURED FROM INSIDE FACE OF WALL ~ 1 1 ' -- I 1 �� 1 1 �� \ �� ' �� -_- - ' � I , ' ' ` LOS ANGELES COUNTY FLOOD CONTROL DISTRICT N� *** DESIGN DIVISION *** �� / 14.00 WIDE BY 12.25 HIGH RECTANGULAR R.C. CHANNEL HUNTER'S RIDGE �� THICKNESSES TOP OF WALL BASE OF WALL 10.25 INS. I SLAB AT CENTER LINE 8.00 INS. 9.00 INS. SLAB AT FACE OF WALL 10.50 INS. �� *** STEEL LAYOUT *** N� BAR BAR BAR HORIZONTAL VERTICAL DESIGNATION SIZE SPACING LENGTH LENGTH INS. FT. INS. FT. INS. �� 8-1 4 10.00 8. 3.75 12. 9.50 8-2 6 10.00 6. 3.50 7. 0.50 8-3 6 10.00 3. /.00 3. 7.75 8-4 4 18.00 1. 0.75 12. 9.50 N� 8-5 6 18.00 1. 0.75 7. 4.00 8-6 7 18.00 1. 0.75 4. 2.50 8-7 6 11.00 16. 5.50 8-8 4 11.00 5. 11.25 - 8-9 4 11.00 4. 3.75 I 65 NO. 4 LONGITUDINAL BARS 29 IN SLAB 36 IN WALLS QUANTITIES R. CONCRETE 1.19 CU. YDS./FT. RE-STEEL 237.4 LBS./FT. �� ^ DESIGN CRITERIA FC : 1800. P.S.I. FS > 24000. P.S.I. N • 8. �� LATERAL LOAD OUTWARD (NET) > 40.0 P.S.F. E.F.PR. INWARD (TRI.) > 62.5 P.S.F. E.F.PR. (UN.) • 0.0 P.S.F. �� STEEL COVER (INS. TO CENTER LINE OF BAR) WALL INSIDE > 2.00 WALL OUTSIDE > 2.00 SLAB TOP FACE > 2.50 SLAB LOWER FACE > 2.50 ` I I ~ ` z J�� 7� HUNTER'S RIDGE I 14.00 W. BY 12.25 H. R.C. RECT. CHANNEL �� WALL DESIGN EARTH FACE �� DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF STRESS SHEAR REQUIRED STEEL FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. I 0.0 O. 0. 8.00 0. 0.0 0.00 0.00 .2 9. . 8.23 49. 0.7 0.03 0.00 2.5 157. 188. 8.45 144. 2.8 0.11 0.01 3.7 517. 422. 8.68 266. 6.0 0.24 0.04 4.9 1226. 750. 8.90 4 2. 10.4 0.41 0.09 - 6.1 2394. 1172. 9.13 580. 15.7 0.63 0.18 7.4 4176. 1688. 9.35 770. 21.9 0.88 0.30 8.6 6568. 2298. 9.57 982. 28.9 1.16 0.47 0. I . . 30 . .80 . 36. 6 1.47 11.0 13959. 3798. 10.02 1��R. 45.1 1.80 0.98 12.3 19149. 4689. 10.25 1743. 54.1 2.17 1.7 1 / WALL DESIGN CHANNEL FACE / I DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT AREA OF STRESS SHEAR REQUIRED STEEL FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. 0.0 O. O. 8.00 O. 0.0 0.00 0.00 J 1.2 12. 30. 8.23 38. 0.5 0.02 0.00 2.5 98. 120. 8.45 114. 1.8 0.07 0.01 3.7 331. 270. 8.68 209. 3.9 0.15 0.03 4.9 784. 480. 8.90 322. 6.6 0.27 0.06 6. 1 1532. 750. 9. 13 450. 10.0 0.40 0.11 W� 7.4 2647. 1080. 9.35 593. 14.0 0.56 0.19 8.6 4204. 1471. 9.57 750. 18.5 0.74 0'30 9.8 6275. 1921. 9.80 921. 23.5 0.94 0.44 11.0 8934. 243 10.02 1105. 28.9 1.15 0.61 I 12.3 12255. 3001. 10.25 1303. 34.6 1.39 083 1 �� 1 1 �� i . �� . �� ' I 4 v ii . Ad ° l' �� ^� II ( ^ SLAB DESIGN EARTH FACE DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF � � STRESS SHEAR REQUIRED STEEL ' FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. 0.0 1 . . 10. 1777. 1.5 0.06 1. 32 1.14 �� 0.7 15847. 929. 10.35 1642. 11.3 0.45 '�� 1.4 13092. 1661. 10.20 1 86. 20.5 0.82 0.96 .1 10436. 2174. 10.05 1317. 26.9 1.08 0.77 2.8 7991. 2412. 9.90 1141. 31.0 1.24 0.60 #� 3.5 5838 2551 9.75 964. :7.5 1.74 0.44 �N� 4.2 4070. ^ 599 9.60 790 34.9 1 0 4.9 2601. 2596. 9.45 627. 35.6 1.42 0.20 5.6 1571. 2572. 9.30 482. 36.0 1.44 0.12 6.3 949. 2548. 9.15 373. 36.5 1.46 0.07 1 7.0 742. 2539. 9.00 334. 37.2 1.49 0.06 1 SLAB DESIGN CHANNEL FACE DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF � II FEET FT. LBS. LBS. INS. SHEAR REQUIRED STEEL FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. 0.0 -13089. 3816. 10.50 1414. 45.4 1.82 -0.92 0.7 -12467. . 10.35 1404. 46.8 1.87 -0.89 W� 1.4 -11397. 8. 10. 13 . 45.7 1.83 -0.83 N� 2.1 -10077. 3410. 10.05 1288. 43.0 1.72 -0.74 2.8 -8669. 3056 9 90 1201. 39 3 1 57 -0 65 � . . . . . . . . 3.5 -7299. 2687. 9.75 1106. 35.2 1.41 -0.55 II .2 -6 6. 2 1. 9.60 1012. 31.3 1.25 -0.47 4.9 -5040. 2029. 9.45 928. 27.8 1.11 -0.39 5 6 -4274. 1799 9.70 862 25 2 1.01 -0 34 � . . . . . . 6.3 -3801. 1655. 9.15 825. 23.7 0.95 -0.31 7.0 -3641. 1607. 9.00 827. 2 3.5 0.94 -0.30 j I DISTANCE IS MEASURED FROM INSIDE FACE OF WALL �� m� �� II ��' �� ' r �� | m� ' i 111 ' , �� ' . � � > � / . wm1 � ^p 4 ' � Ai ( 1 J. P. KAPP & ASSOCIATES, INC. JOB NUA / PIG - , f-00i O�AWIW 51 15892 Pasadena Avenue SHEET NO. 1 OF / ' TUSTIN, CALIFORNIA 92680 gERM� / I (714) 730 -5757 CALCULATED BY DATE Jo/ 7 CHECKED BY DATE 1 SCALE 1 G 4 /C CC76?4/ /V x 43 2 / ( ' : . { dU75ii e Gt;-Cf ,e- -A /,=o/2Cc- /c 7 , ........: 1 �1 0-00-, 3 - :7.8 . (-zo ; cK x`27 i°s,e7,-,T - ; = ZS $f • .........i4 -•�/,b . '. :.lam fiEr4/? �, 7 ...;. r . rx X3:2 �"- �� /L: �2. S /?s�= �T ��,t' �,�,�,� -- — : ,5.4...5'x. >431, X 3.2 /_ 1/4.C1 _ ...._ i rr e 7A/ /2 74 / C0 /P "!% "'Z ... ,//2 / ... ovT ... !Y ................. /1676 x/7 - /3, s' Gt/ /,TA! f /: 2 5 2 -'`E ? ` z ss ' -....... 1 “c : r .// i c/FS 07 . ivy . Ar 3 = // S t o, 5 - _ / . . 7 -fir /c ,v .3 : SC4-!3 = //, 7s /// 74.. D..75= /3, :5 , ..... ,S' - j - j6 - ),(/ S , /1/4. -z AT 4 , I , 7 /z // -2 / ... ys e (rs ►.F S', ..... : , : f1- /3. S" PP , e- t Avi, A-c---7,vf:- /_--49. 6 -- 3 .// -. 0 S a 6 ' = 51 (4T ',vie() 6-/ # s /Z i 4 o. 3/ in z 8- 2- . — . -7 '' /2,' / 4i- .--- e- 6 1 ihyl7 . 1 . 8- -S - - 0 - - - /70 /2 ... t = .....0. 6 ...... h ... ` !` ..... ................... .......... 1 ,�....s / %. Z / � T ..... .7'9- - ..�.,. r. e5 .. ,/2 r 1 f�.. 4172 . d sTC"F ......:..................... / / .....: ...... X e2o0 ; a `2 ... ... , � • � u 0 _ x . x I 2 9 0 00 x o 2rx 9;67' . • J 5 04.,.E / i4a! 54 y off PIIV T LLf nf.. r u� nun J. P. KAPP & ASSOCIATES, INC. JOB t/V/N'fr ' JIC E' 3bM- o t CN -3 - EL.5 2 15892 Pasadena Avenue SHEET NO 2 OF /2 TUSTIN, CALIFORNIA 92680 p �/� +7 (714) 730 -5757 CALCULATED BY_19 ■ e) F� ALk� r 1 DATE D , lS h CHECKED BY DATE /JJ � T /; 124 /3 3 7 � /z a S, 9 CU oi! 12 .9/ zv A' Zrr R.25 • ¢, /z • . 7 t5 - SS •1120 1 1i ,1- /C /3 q-.s a _ 6 c•31/7'r, ...........:........:. Q7 T p �.._ .0. / /h /r7 / SStJ�� q= 7 A- tc.c,.0 r.. . – / ,a� ,.f.�....... • T oV 5 1 9" - _ 9 " 1 GL/f X/EL' � .h-'4 � c-7,( /F. — �rv>r� eviwooz'T7i ,A.g/ 7 0v7 ,57;e1/7-7/3,2 !. 52A /l� /,� /tr iPr Ea 7111 6 6 Tip/ -'�f �"e /�C -- /4/ . C/Sc �' - _ , .... ...... / /Z . 6- very /3 -Z • h ._=... 3 . . . ; c ... / ... -a ...... 8 / ; ..._.. / .e /'. 9 .. ........... ........ S SE (/E(XT vH7-; .... .... . T: u C :............. -c ,e /If sc Go F= • • • ►mourata.t ®uIc, Grow. Mass. onn. • i I J. P. KAPP & ASSOCIATES, INC. JOBHVNrek's £IO &E3b4 -ooh C�Ngt. t4E'5' 15892 Pasadena Avenue SHEET NO. 3 OF / 2 TUSTIN, CALIFORNIA 92680 A . � �E- �'�1AN \� r1 gg I (714) 730 -5757 CALCULATED BY DATE CHECKED BY DATE i SCALE : .................. :...........:. ....i. -. : ...... .. .. .... .. ..... .. I � /1 > ° 1 ., "fjJ" �A-�F I : . / J 2 . : . . . . . . . i `� 7 J /a L.,4- s,4� _ /�'' / '.,;, • CGs /. A9-40/ . ,- S j , G /G F. 4 - 9 / //7Z // Cf1 «' ACLOLI/, /�_ 3'1- 7 // -:. c/ = ,�/ � x - Z z . �o,�sT /2Cic T �r � , 9 , c /Avc,� -sE .... �,�' vrxcacirr�z7 /S' O /x Z4 , d /s �D 7..r o Mme. Sg ' ,f/,, = : /4 Fo/L ensc Z , o.w :, # c<',*W,v /11 3,91-4 ...... ...... . /3 I 1 is ; Aiio/r/g,vr M•4 y g z .3,5 / K 3..82 t=nvz /oo`/ B1 s ,.es' G /cEa 77--! /$ .. /s C/4-c5 f .... . A ,e : . o s J y 6 c 2 > , 7 7/Y' ...... / -9W ..... , / ............. • .................. h- //'!9 5;4?", c/h 6- / . Er2 '.O 'oiv' 4 ," ......._ ;Sf'L /e' ti- ........... ; ........ ri?- ca/)7: A CI 3 /s d'O 41 A.- N O ....... OA' C • /7/ "i C ?e,-C ..._ /9ef/ ............. 1 ............ ... ,77' 3 f,, 7 L A! , ; oe /z. L -�/ G 'L/ ---:- <Q! 7', -7.- Z/s &' _ . 2 / / ... i 5 9 . DoT }. ,� .. .. ....Z3 ..... Z " /. `omt....... ...s moucr nu fREWV ix. hams. Mast 01471 J. P. KAPP & ASSOCIATES, INC. JOBR '� 9 IIbC��.�t,W — col GH 19 - h111 15892 Pasadena Avenue SHEET NO. OF 12 TUSTIN, CALIFORNIA 92680 Q B EM ( DATE VD 1 1 f . 4843' (714) 730 -5757 CALCULATED BY` rl CHECKED BY DATE_ SCALE 9�8 ........ G�i l A✓ c-c /4-, ;1 c : 016C,e ` /.i/ // /3. PiZ - ou7 ........... . . 9 : - 74e / V -- .0:/ 7 �_l . #4 / 4= O /7 : ..... 9 117 ; 43'4 2/9- (.6'44-,2s ,.4?7) "-- 3 3- .4 :-. a (d x 2 1 x o <r2r 7,..... • 2041 Inc. Groton , Mass 01411 ■ A J. P._KAPP & ASSOCIATES, INC. jog HV APrEki 5 ?..1 D GE, 3 Ak4-0 04/44 J 15892Pasadena Avenue SHEET NO. OF TUSTINCALIFORNIA 92680 - (7,14) , CALCULATED BY 11 ' a EP/YAWN DATE 1 0 II I 5 a CHECKED BY j 1 i SCALE DATE - . . . /""«/T- ,g 1 ,/ i 1 i i 1 1 : I 0 1 ' t i . 1 I 5i-C/4-tie : '1142(... T.',et4,e• 1 : t1/027' I = 2 : pi 5i 7 P.0 / 0, s ii./02 . , u.;_ A /-x ! ' 7" ErA , T viDef PM 2 ; :• ,, ,, ,• . ! T S t ' 4.2' • „:„.• :. ,,,, . . . I . .. i . . . . . • I . i• : i 1 .. . • : .5"-- • , ..?, 2s : agt-ii,--: ! i 1 ! i : ! i 1 : ! i .4 ; 42 . • : . . i : • . . . . .•: . : . • 7 , . 1 : • g 1 • \ g 75 • l• ; ‘r) 5 . . • '14 i - c - i : • • , ° : ' ‘L. ' ..• : , ' ' 11. o 1 i : ...... : io•-: , , , • • I t, • : • :4 i •ii 1 , , 4 I : . \ '. i , I. .. 1 . vr 1 :...,. i • • : : . ' kn 1 : ! 1 . : i i 2o 6 . , /2 . i• . . . . . . . . . . . • . . . . . . : . . . .. ..... •• 1 , ,.. 1 "*N. •• . : . • . . • • : N i ! : :••• : • : • i ! i ! Ai-- i ! I i : : • . : . . •. : : : • • : : T. 1 1 i : .. • . . : . • : ir • • • • , : . , . . . • . . • • • : • • • • • . : . • . . . : . . : . • , . . . . : • • • . • : • 1 , : : : i • 1 .. I : . : , : • : • : : • : . : : :• 1 • • : • : : : . " . ! : i - • .. „ . . . . . . i . 70. Masi 01411 INTEROFFIC EEMEMO 1833 DATE October 13, 1988 PHONE 2515 1 6 FROM PATRICK J. MEAD, Chief ( )- ( 1- Water Resources Division j�nth,` TO LEWIS S. NEEB county of San B ernardino E /SS Project Manager File: 1- 700/1.00 1- 800/1.00 124.0209 SUBJECT ZONE 1, RICH BASIN /HAWKER CRAWFORD CHANNEL DESIGN - HUNTERS RIDGE DEVELOPMENT Reference is made to Gregory Bucknell Interoffice Memo dated September 16, 1988, with accompanying hydrology and hydraulic calculations and plans. The hydrology calculations are for existing, interim and ultimate conditions. For the interim condition it is recommended, by Rivertech, that the ultimate Hawker - Crawford Channel be constructed concurrently with the Hunter's Ridge development. It is also recommended to construct a 10 -foot notch at the entrance to the ultimate Hawker- ,' Crawford Channel from Rich Basin. For the ultimate development condition Rich Basin will be in its ultimate configuration and the 10 -foot notch will be removed. The ultimate Hawker - Crawford Channel is recommended to be a rectangular concrete channel with a 14 -foot bottom width. The calculations submitted are thorough, easy to follow and meet our approval. Prior to final approval plans and profile of Rich Basin in its ultimate condition shall be submitted for review. Enclosed are the work prints for San Sevaine Basin 1, 2, and 3. If you have any further questions, please feel free to call Mr. Mehrdad Afshar or myself. PJM:MMA:snm cc: Greg Bucknell , 11 13 /"uOR.� 9 85 1 J. P. KAPP & ASSOCIATES, INC. LC 1T1TE ER OO F 7 n0° QKORi DcT TL 15892 Pasadena Avenue _ TUSTIN, CA 92680 DATE JOB NO. / 2 acT /9'08 365`- -GciI,G (714) 730.5757 ATTENTION L /J CA 2 0 F-ej (lae RE: TO ( )7- y of r -01- rti,4 Arr 124V6 WE ARE SENDING YOU 2'Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints. ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION ) -� G (-J// /r�l � fLr/v ( 7 r ( l tP-rrvl�ett c ,.r�ci2- 1 ST at/c. 114- 611d...40 S. THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as 'submitted ❑ Resubmit copies for approval 12 For your use ❑ Approved asAloted © Submit copies for distr ution ❑ As requested ❑ Returned for'corrections ❑ ,I.turn corrected prints °F • ❑ For review and comment ❑ ❑ FOR BIDS DUE �j3. • = _ ❑ PRINTS RETURNED ER LOAN T 3 US REMARKS - , 4-4`. • _ COPY TO SIGNED: (Ln/ 57 -P LG ow) PRODUCT 240-2 /Nees/ Inc, Gratin, Mm 01471 If enclosures an not as noted, kindly notify us at once. I ,:',,,,' i . • '.,^ 4 ... • • a q CD ..) 0k Cn .. C:4. W �k o-6 cO Ck Vk �k ale C k �, . „! ` . . c 0 , 9 a p . r_ F+ O . Co W V W to �P Co M O tG Co V W Co Cn 64 W cO to 123 '60 r ' A , m 'O A 0 r-,” C+7 " 1 0 .b a o w W FA r. •�i`^Y y • ; ... n to ... Co 06 W N N 6- N N I-1 W Cn .A Co) N r+ r+ c•+ 10 • + l'' i � 4 „ .• d F IT co O to Co Co . Co N Cn N N N C o W .A Cn W CO Cn N N u � , . . 9 D- II II to ri n •,:.' -. a a1•,. i1 o �+ v be A w N N r+ ■•+ s...) W o 0� v to cP w N N ►� ►+ CO O -+ y. •. p m H r+ W W CO V O CO N N O Co Co V W .A Co O co N 0 . w o D n • r.•'.' w m o �. O n ' . n 2 . `0 s' `• • ' . a Oo p t0 V 17) .A co N N N r+ y a n C • . r fi b Oa < .. W% Co W O V Co W O CO N L7 w ►� CO V C> .A co N N �+ (7 to . °1 ,, _ ^ c w O , W a W to N1 O oh N W O Cn ` f ` irY c ,. 7. Y n O w (, ■ Z: '!' w t, . o o ^• CO ' W C) �I 11 II o. ' :. O • CT n O .P Co W N r+ r+ r+. ra ~ Oo to .A CO W N r.. w r+ r+ d • .) :., 0 0 C 0. a 0 0i. V W O& co .A N N N .� a to CO . CO O W co co N N --- Q . Z r” I 0. • m aa m 2 c p .o II '�v ; .9 g a W vI w w N r+ r+ r+ r+ . A V 0) .P w W N N r+ 1.4 W •A = ). ".0 0 '.JYai A 0 . w No co N 4A CO W N N Q 5 �l W to t0 O co O W N 2 a C'c.. ,' ' 0. m 0. cn. 0"" CO +7 v ro •'" .1, c W + ttn N Nr W N A . w , O CO W Co W W NN r" n "„�O w ►+NCn r+tO/.+W 0 c a • 0.— M w o► -3 • X41 ' " n I° w y d a O O I--.1 O n O • A n • r . O -, b < o N 476 V N V .A N N N .9 O. Cn .A 03 N N r+ r+ N r+ - Z ✓o ? A' X A n A CO CO .P V ►+ CO NI N N •� C C W VI C ,Y41(i ,' , w ,�, 7 �, 7 p N � ' � �� R '1 t 0) r r to I a I .. . m . ° ' -4. .-• 0 • 11 5. ''' o `E ' ` A • A LI b w N 4). W N N r+ r.r r+ r+ W Cn O C1 Cn .A W ! N N N a+ N Cn -1 00 „ DA m W CJt Cn CO N O W N N $ t0 W .P Cn V W O W N c� O • m p 7 O C o 'O N . . Cn '. y, m a � . ,o •,.... m O • • • '•�• . �,''''•'• A to • S V Of .A W N N N N 1- 0 Co V Cn oz. co co N N r+ y l - , ,.:' , CO a y to w N to W CO CD .A O W N n "4 O W CO W W r+ W O Cn n • • ' R.4.e�. V. t" tp O m w ( � +F r "L1 • . ■ at .'C'- , .i fi� • .. r rp` O W W N N r+ r a r+ r + r+ CO r W W N N s CA r+ I� I r� 64 X 1'1,§`,•1,1,•:* ; m W t0 N Cn 0 v is N • Co m + .A ). CA CA N N > 1 .r,N , i , .. n taw II • i Tr. "' '•`' cp �° pf .A W N N . r� r+ ►.c W . �t ` o� W C 7I .A CO W N N N N N '4 , a _' ' m ., w m O r+ N C7c N co W N N W N O N V W O W N CO Q w S 4 ' P it: a CD " 5 ; p .+. co to co. w N N N r+ r+ .. 7 7 n OD 0) Co Ja W Co N N r+ e•• ♦ I •- O 0) Al N W t0 . O W N P3 V CO N 0) r+ W 0 Cn co co ° n. Z I i • •1' i . . E . 7/ �17 4 ` , 57 LOS ANGELES COUNTY FLOOD CONTROL DISTRICT 1 �� *** DESIGN DIVISION *** 14.00 WIDE BY 13.20 HIGH RECTANGULAR R.C. CHANNEL I HUNTER'S RIDGE THICKNESSES TOP OF WALL 8.00 INS. BASE OF WALL 11.00 INS. I SLAB AT CENTER LINE 9.00 INS. SLAB AT FACE OF WALL 11.50 INS. *** STEEL LAYOUT *** I BAR BAR BAR HORIZONTAL VERTICAL DESIGNATION SIZE SPACING LENGTH LENGTH INS. FT. INS. FT. INS. I B-1 4 10.00 8. 4.50 13. 10.00 B-2 6 10. 00 8. 8. 25 7. 11.50 B-3 7 10.00 4. 8.00 4. 7.25 B-4 4 12.00 1. 1.50 13. 10.00 I B-5 5 12. 00 1. 1.50 7. 1.50 B-6 � 12.00 1. 1.50 4. 3.25 B-7 8 14.00 16. 7.00 J� B-8 4 14.00 5. 10. 00 �� B-9 4 14.00 4. 5.25 65 NO. 4 LONGITUDINAL BARS I 29 IN SLAB 36 IN WALLS QUANTITIES R. CONCRETE 1.31 CU. YDS./FT. I RE-STEEL 287.7 LBS./FT. DESIGN CRITERIA FC > 1800. P.S.I. FS > 24000. P.S.I. N > 8. LATERAL LOAD �= OUTWARD (NET) > 40.0 P.S.F. E.F.PR. INWARD (TRI.) > 62.5 P.S.F. E.F.PR. (UN.) > 0.0 P.S.F. STEEL COVER ( INS. TO CENTER LINE OF BAR) �� WALL INSIDE > 2.00 WALL OUTSIDE > 2.00 SLAB TOP FACE > 2.50 SLAB LOWER FACE > 2.50 E 1 �� 1 1 �� . I i il A � E ��, �� HUNTER'S RIDGE I 14.00 W. BY 13.20 H. R.C. RECT. CHANNEL WALL DESIGN EARTH FACE 1 DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF STRESS SHEAR REQUIRED STEEL FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. J 0. 0. 0. .00 0. .0 0.0 0.00 1.3 24. 54. 8.70 55. 0.8 0.03 0.00 2.6 192. 218. 8.60 159. 3.1 0.13 0.01 4.0 647. 490. 8.90 290. 6.8 0.27 0.05 5.3 1533. 871. 9.20 445. 11.5 0.46 0.11 m� 6.6 2995. 1361. 9.50 622. 17.3 0.69 0.21 7.9 5175. 1960. 9.80 820. 23.9 0.96 0.36 9.2 8218. 2668. 10.10 1037. 31.4 1.25 0.56 0.81 I 10.6 12266. 3485. 10.40 1274. 39.5 1.58 11.9 17465. 4410. 10.70 1529. 48.3 1.93 1.13 13.2 23958. 5445. 11.00 1802. 57.6 2.30 1.52 WALL DESIGN CHANNEL FACE DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF N� STRESS SHEAR REQUIRED STEEL FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. 0.0 0. 0. 8.00 0. 0.0 0.00 0.00 I 1.3 1 . 35. 8.30 43. 0.5 002 0.00 2.6 12.1'.. 139. 8.60 125. 2.0 0.08 0.01 4.0 414. 314. 8.90 228. 4.3 0.17 0.03 5.3 981. 558. 9.20 348. 7.4 0.30 0.07 0. 1 I 6.6 1917. 871. 9.5O 482. 11. 1 0.44 3 7.9 3312. 1255. 9.80 630. 15.3 0.61 0.23 9.2 5259. 1708. 10.10 791. 20.1 0.80 0.35 10.6 7851. 2230. 10.40 965. 25.3 1.01 0.51 11.9 11178. 2823. 10.70 1149. 30.9 1.24 0.71 1 13.2 15333. 3485. 11.00 1345. 36.9 1.48 0.95 1 I �� 1 �� I �� ~^'� �� SLAB DESIGN EARTH FACE � K DISTANCE MOMENT SHEAR THICNESS CONCRETE UNIT PERIM. AREA OF m� STRESS SHEAR REQUIRED STEEL FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. 0.0 23318. 37. 11.50 1770. 0.4 0.02 1.48 j 0.7 20227. 1165. 11.25 1672. 12. 7 0.51 1.31 1.4 17043. 2027. 11.00 1552. 22.7 0.91 1.13 2.1 13947. 2617. 10.75 1416. 30.2 1.21 0.95 2.8 11073. 2997. 10.50 1270. 35.7 1.43 0.77 0.61 �� 3.5 8521. 3222. 10.25 1121. 39.6 1.58 N� 4.2 6362. 3341. 10.00 975. 42.4 1.70 0.46 4.9 4643. 3391, 9.75 839. 44.5 1.78 0.35 5.6 3397. 3406. 9.50 726. 46.3 1.85 0.26 0.21 6.3 2643. 7405. 9.25 654. 48.0 1.92 I 7 2390. ^ 3404 9.00 645. 49.9 1.99 0.20 1 SLAB DESIGN CHANNEL FACE DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF STRESS SHEAR REQUIRED STEEL I FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. 0.0 -16467. 4368. 11.50 1409. 46.2 1.85 -1.03 0.7 -15779. 4469. 11.25 1421. 48.6 1.95 -1.01 -0.96 I 1.4 -14602. 4360. 11.00 1403. 48.9 1.95 2. 1 -13146. 4112. 10.75 1363. 47.5 1.90 -0.89 2.8 -11585. 3787. 10.50 1308. 45.1 1.80 -0.81 3.5 -10060. 7475. 10.25 1244. 42.2 1.69 -0.72 4.2 -8678. 7096. 10.00 1182. 39.3 1.57 -0.64 j 4.9 -7525. 2801. 9.75 1127. 36.8 1 .47 -0.57 5.6 -6660. 2575. 9.50 1092. 35.0 1.40 -0.52 6.3 -6126. 2433. 9.25 1084. 34.3 1.37 -0.50 7.0 -5945. 2384. 9.00 1115. 34.9 1.40 -0.50 1 DISTANCE IS MEASURED FROM INSIDE FACE OF WALL 1 :4'9 �� iii 1 ` il 1 il . / I i t � ~ ` �� 6 LOS ANGELES COUNTY FLOOD CONTROL DISTRICT �� '� *** DESIGN DIVISION *** 14.00 WIDE BY 13.50 HIGH RECTANGULAR R.C. CHANNEL �� HUNTER'S RIDGE "� THICKNESSES TOP OF WALL 8.00 INS. 'BASE OF WALL 11.50 INS. 0H SLAB AT CENTER LINE 9.00 INS. �� SLAB AT FACE OF WALL 11.75 INS. *** STEEL LAYOUT *** �� BAR BAR BAR HORIZONTAL VERTICAL D ESIGNATION SIZE SPACING LENGTH LENGTH INS. FT. INS. FT. INS. I B-1 5 12.00 8. 7.00 14. 1.75 B-2 7 12.00 7. 5.25 7. 8.50 8-3 7 12.00 4. 4.25 4. 1.25 8-4 4 12.00 1. 2.00 14. 1.75 8-5 5 12.00 1. 2.00 7. 4.25 �� 8-6 6 12.00 1. 2.00 4. 5.25 8-7 7 11.00 16. 8.00 � 8-8 4 11.00 6. 6.75 �� 8-9 4 11.00 4. 7.75 65 NO. 4 LONGITUDINAL BARS 1 29 IN SLAB 36 IN WALLS QUANTITIES R. CONCRETE 1.35 CU. YDS./FT. 11 RE-STEEL 296.0 LBS./FT. N� DESIGN CRITERIA FC > 1800. P.S.I. FS > 24000. P.S.I. N > 8. LATERAL LOAD m� OUTWARD (NET) > 40.0 P.S.F. E.F.PR. INWARD (TRI.) > 62.5 P.S.F. E.F.PR. (UN.) > 0.0 P.S.F. STEEL COVER ( INS. TO CENTER LINE OF BAR) �� WALL INSIDE > 2.00 WALL OUTSIDE > 2.00 SLAB TOP FACE > 2.50 SLAB LOWER FACE > 2.50 ri II ii . �� . �� t �� -_ . ii ii , ` u� � �� HUNTER'S RIDGE 14.00 W. BY 13.50 H. R.C. RECT. CHANNEL �� T� WALL DESIGN EARTH FACE �� DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF STRESS SHEAR REQUIRED STEEL FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. 3 0.0 O. 0. 8.00 0. 0. 0 0.00 0. 1.4 26. 57. 8.35 56. 0.9 0.03 0.00 2.7 205. 228. 8.70 162. 3.2 0.13 0.02 �� 4.1 692. 513. 9.05 294. 6.9 0.28 0.05 8� 5.4 1640. 911. 9.40 448. 11.7 0.47 0. 12 6.8 3204. 1424. 9.75 623. 17.5 0.70 0.22 8.1 5536. 2050. 10.10 816. 24.1 0.96 0.37 9.4 8791. 2791. 10.45 1027. 31.5 1.26 0.57 0. 3 I 10.8 13 22. 36 . 10.80 1 54. 39.4 1.58 12.1 18683. 4613. 11.15 1496. 48.0 1.92 1.15 13.5 25629. 5695. 11.50 1754. 57.1 2.28 1.54 1 WALL DESIGN CHANNEL FACE DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF �� STRESS SHEAR REQUIRED STEEL FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. I 0.0 0. 0. 8.00 0. 0.0 O.O0 0.00 1.4 16. 36. 8.35 44. 0.5 0.02 0.00 2.7 131. 146. 8.70 128. 2.1 0.08 0.01 4.1 443. 328. 9.05 231. 4.4 0.18 0.03 5.4 1050. 583. 9.40 350. 7.5 0.30 0.07 0. 14 �� 6.8 2050. 911. 9.75 483. 11.2 0.45 �� 8.1 3543. 1312. 10.10 627. 15.4 0.62 0.23 9.4 5626. 1786. 10.45 783. 20.1 0.81 0.36 10.8 8398. 2333. 10.80 950. 25.2 1.01 0. �' �� 12. 1 11957. 2952. 11.15 1126. 30.7 1.23 0.72 �� 13.5 16403. 3645. 11.50 1311. 36.5 1.46 0.96 J� �� a 2 1 3 2 • J� f �� . iiii c ' | ^^ �� I ~�� SLAB DESIGN EARTH FACE DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF �� STRESS SHEAR REQUIRED STEEL FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. 0.0 24865. 34. 11.75 1781. 0.4 0.01 1.53 0.7 21609. 1275. 1 1.48 1689. 13.5 0.54 1.37 - 1.4 18263. 2172. 11.20 1575. 23.8 0.95 1.19 _.1 15010. 2791. 10.93 1445. 71.6 1.26 1 . 00 2.8 11991. 3195. 10.65 1305. 37.3 1.49 0.82 0. 65 I 3. 5 9309. 3441 . 10. 38 1 161 . 41 . 6 1 . 66 4.2 7038. 3575. 10. 10 1020. 44.8 1.79 0.51 4.9 5229. 3638. 9.83 890. 47.3 1.89 0.39 5.6 3916. 3660. 9.55 784. 49.4 1.98 0.30 6.3 3121. 3665. 9.28 718. 51.5 2.06 0.25 I 7.0 2855. 3665. 9.00 716. 53. 7 2. 15 0.24 1 SLAB DESIGN CHANNEL FACE DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF STRESS SHEAR REQUIRED STEEL 1 FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. 0.0 -17604. 4593. 11.75 1420. 47.3 1.89 -1.07 0.7 -16876. 4700. 11.48 1436. 49.9 2.00 -1.06 -1.01 �� 1.4 -15648. 4594. 11.20 1424. 50.3 2.01 N� 2. 1 -14135. 4348. 10.93 1390. 4/.2 1.97 -0.94 2.8 -12514. 4023. 10.65 1341. 47.0 1.88 -0.86 3.5 -10931. 3669. 10.38 1285. 44.4 1.77 -0.77 . . 3327. 10. 12 . 41.7 1.67 -0.69 �� 4.9 -8298. 3030. 9.83 1183. 39.4 1.58 -0.63 - 5.6 -7400. 2802. 9.55 1155. 37.8 1.51 -0.58 6.3 -6845. 2658. 9.28 1157. 37.4 1.49 -0.56 7.0 -6657. 2609. 9.00 1197. 38.2 1.53 -0.57 I DISTANCE IS MEASURED FROM INSIDE FACE OF WALL 1 1 �� 1 1 1 1 �� 't ~~ " , * E J. P. KAPP & ASSOCIATES, INC. JOB id IVTFR s P./C6.6 .361 OD l Ctf�FNNFL 0 15892 Pasadena Avenue TUSTIN, CALIFORNIA 92680 �, A d f SHEET NO. OF (714) 730 -5757 CALCULATED BY DATE � 7 / 13 .6 CHECKED BY DATE_ SCALE 1-44-iv t/ .. .5 - c7-77V N A- 4 6'/. " .... 5P-19 . ... - 78 F , i -?a !)7-4, -t .27,.si /FT C PPi2. ''-¢-4c c6 s c?;o4 _ 377 Al d vim. - 5. 68 x t 77// /s G s:7tr4 m = 3 s`sr6 / ' ■ ......... - Coe- ,4 roar ' /'A2 -41- ,g,4-se- 5b2:7/ C / :. ................ 43a7 .. / 9) SECT /o,vs ,4 irE £4-se- 7. 6 4. , ,,e--- vrs ,f,e•4? 5 - 7e ....... 11%/e.-6.- , Avg' S .-i-G ,B Gf /e-E`�- ,COe ,84-.e L0/4. /1%40 :: .. ;....... OJT o/ - 4A/a`7"; ................. . S.E ... Wig LL 7y /C,e,vESS = /a it .... . ( 95 .:6 ---- SLAB 7/'/c /ems s5 117 . frt/4 - / -C - . /¢' /- 2 .#. / 2. _ /67 1 i0,2 ScC7 oh,S . /74-ie 47 8 C � � 2 v a # .: /3 .S - !?...44.. e307: : /2-em/b A-7 w L 5Fe7 c - /6 / - 3 - rag V iOct ... /hcr. r /NC�P E SE S 4 C /.tlG �;�' !1/.�L.L BSS F /1 To // il 4 .... g- / ... 041AI.: —/ # // _ 0.18 id /7 4- 2 7 g 6 e / = o. 48 ,,0 /ytt : f 4 ' 2fi c // " : )4, = O, g /.4 y,-,7 z /82 %h2 FT Cie EC `.... /Z :'.0: ., Q y ‘2,' . STr-e-e i 'sy�� x /2 x / 3 s - < 2400 0 X p , P75x 12, S ) /1ic1FL 1ti114 ............:....- / • 13 /q - ie A car c, 4 e J As 01/ - . 0, ' 9B 0. 48 _ a. 2 /12 Z 4ss v,�f t = // � ¢ (A T- O. 9gx 2 .6P 7� -. ¢ " // ¢ x c� ,� A2,€ 1- -2.0 7P t . 22 ,' S P E '// : / i ?0/11 6-7' 7 /... f , 03 O.cs 8 c , 204 l NE . Groton. Mass 01471 . J. P. KAPP &ASSOCIATES, INC. JoB / f1N - R.' S �.1 D G-E `3 6M -ooi C o E1b q 15892 Pasadena Avenue SHEET NO. 2 OF TUSTIN, CALIFORNIA 92680 n , ` ` (714) 730 -5757 CALCULATED BYA • 13 EQC I /� `Pt-Vi DATE 0 1 t� l 118 CHECKED BY DATE_ SCALE 62 , PsF CP/ . T, /s ‘2,3r = /2. ? � �,z, roe° .......... .e. 3 35 /2,9.Af ! /A/: x�' .�rs•p ....... .... '2 (">.d) . KT L - �7 �oS t 12�� f `6ti �;, { 2 . $,4e 43— 2 . . "ssom 7 S. # / e/ise) 7 7 . : 7 17 ,9240w ...................... 5-2e : /2 .i3 6,4-se .: C — X T V$ /c>'( :... Ir ( :1 ) • i/e- _ t . Us . .........:............:.......: .......... (./s c 7// rr � �.9 P� f'ie. •- ov 'S rH n : g - G -- .. / 6 // '' Trl�GC - ' _ 1ji f ! tr Gpr!e .. P 7 c c 7i oJ✓ 7D r = cm - ky.4te .. : !*ok/z. .0 • 2 AT SCAB d- / 2 3,,_ 72 Vi" - 8' A r A/4u. _ /2 s „ . ,4 flfre-- - c Z s(241 E r o 2041 Inc., Croton, Man 01471. J. P. KAPP & ASSOCIATES, INC. JOB HUN �E P 'S PIOGE ? q —o©i GH► N 65 15892 Pasadena Avenue SHEET NO. 3 OF 1 TUSTIN, CALIFORNIA 714 7 30 -575 92680 7 CALCULATED BY i1 BE DATE kO/ 1 I '8? 730-5757 CHECKED BY DATE SCALE x j y 6 1X , � ¢ O �' �,f ``X q 9; • ...... 7 /s . / s ~ -3 g / Fpo. /2 r/ l/SE [ 3 ij 0-free Ree.2 / 0 i'o/e /Z• ! 6 -// : / 8-/ ,B .. $°L /CC ....... xfreo /T _ /S— r/ — _ _ ... ............ 4 I .. z ...:.:..... xZ • ;Us "- / .. s -2,. # 6 1i5 E. Tk s y' ....... 2111 -1 e es Inc, Croton Mass 01471 J. P. KAPP & ASSOCIATES, INC. roe N vAITESZ' S RIDGE 364 Cit SNP L 46 15892 Pasadena Avenue SHEET NO. 1 4 OF TUSTIN, CALIFORNIA 92680 R s j (714) 730 -5757 CALCULATED BY A ` B E A `' (� DATE 10 11 1 ' SE CHECKED BY DATE_ SCALE. IL '; : I - a i ............. V f9Zlj r evC,e Loq i -x" ' ` /,'/ _ : 2 1 P1 j/ 3 7 :P.0 1 h/al........ / 7,, ¢r -K ., Clt2Uil! e_vi, ... ...... ............................. ............. -. , ....... - .. ............................... .j O .. : 1 : X4; 4 _ .. y R.7 ' .... /o _ . v • N • 20 . , 4r-k_ /.3 • . r ! ` o • • _. • : 201 -1 /rVFesl Inc , radon Mx. 01171 - . M �~� �7 � 1 LOS ANGELES COUNTY FLOOD CONTROL DISTRICT *** DESIGN DIVISION *** 1 di 14.00 WIDE BY 15.60 HIGH RECTANGULAR R.C. CHANNEL HUNTER'S RIDGE THICKNESSES �� TOP OF WALL 8.00 INS. °� BASE OF WALL 13.75 INS. SLAB AT CENTER LINE 9.75 INS. SLAB AT FACE OF WALL 14.00 INS. 3 *** STEEL LAYOUT *** BAR BAR BAR HORIZONTAL VERTICAL DESIGNATION SIZE SPACING LENGTH LENGTH INS. FT. INS. FT. INS. �� B-1 4 9.00 l � 8. 7 25 16. 5 25 ` @ip , , , , B-2 6 9.00 � |', 8. 11.00 9. 11.75 I B-3 .8 9.00 ' 7. 0.25 6. 3.00 B-4 4 11.00 1. 4.25 16. 5.25 B-5 6 11.00 1. 4.25 9. 3.00 B-6 6 11.00 1. 4.25 4. 8.50 i� B-7 7 10.00 17. 0.50 B-8 4 10.00 17. 0.50 �� B-9 5 10.00 17. 0.50 m� 73 NO. 4 LONGITUDINAL BARS 29 IN SLAB 44 IN WALLS QUANTITIES R. CONCRETE 1.68 CU. YDS./FT. -- RE-STEEL 421.2 LBS./FT. DESIGN CRITERIA FC > 1800. P.S. I. �� FS > 24000. P.S. I. N > 8. LATERAL LOAD OUTWARD (NET) > 40.0 P.S.F. E.F.PR. 6� INWARD (OUTWARD ) > 62.5 P.S.F. E.F.PR. -- (UN.) > 0.0 P.S.F. STEEL COVER (INS. TO CENTER LINE OF BAR) WALL INSIDE > 2.00 WALL OUTSIDE > 2.00 �� SLAB TOP FACE > 2.50 SLAB LOWER FACE > 2.50 �� D� �� 1 ;11 1 , .:4 i! ibi ' . ^ | �~�' �� 1 HUNTER'S RIDGE 14.00 W. BY 15.60 H. R.C. RECT. CHANNEL 1 WALL DESIGN EARTH FACE DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF STRESS SHEAR REQUIRED STEEL mm FEET FT F LBS. LBS. INS. PSI PSI INS SQ. INS ( FT. ^ ^ ^ ^ ~ ^ ^ ^ .0 O. 8.00 0.0 0.00 0. 00 0.00 I 1.6 40. . . 8.57 . 69. 1.1 0.04 3.1 316. �) . 9.15 190. 4.1 0.1 0.02 1 4.7 1068. 684. 9.73 . 8.4 0.34 0.07 6.2 2531. 1217. 10.30 503. 14.0 0.56 0.16 7.8 4943. 1901. 10.88 685. 20.4 0.82 0.30 I 9.4 8542. 2738. 11.45 880. 27.6 1.10 0.49 10 9 6 3726. 12.03 1087. 35.4 1.42 0.74 1 12^5 ^ 4867. 12.60 1304. 43.7 1.75 1.06 14.0 . 6160. 13.18 1530. 52.5 2.10 1.46 I 15.6 39546. 7605. 13.75 1764. 61.6 2.47 1.92 ' , WALL DESIGN CHANNEL FACE �� { DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF I STRESS SHEAR REQUIRED STEEL FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. 1 0.0 0. 0. 8.00 0. 0.0 0.00 0.00 1.6 25. 49. 8.57 54. 0.7 0.03 0. 00 3.1 202. 195. 9.15 150. 2.6 0.10 0.01 �� 4.7 683. 438. 9.73 264. 5.4 0.22 0.05 °� 6 2 1620 779 10 30 392. 8.9 0.36 0.10 1 ^ ^ ^ ^ ` 7.8 3164. 1217. 10.88 529. 13.1 0.52 0.19 9.4 5467. 1752. 11.45 675. 17.7 0.71 0.31 0.47 I 10.9 86 . 2385. 12.03 828. 22.7 0.91 12.5 12958. 3115. 12.60 986. 28.0 1.12 0.67 1 14.0 18451. 3942. 13.18 1150. 33.6 1.34 0.91 15.6 25309. 4867. 13.75 1318. 39.5 1.58 1.20 �� | 1 I | I 1 I i li �� ' I ' 1 il . � t 4 V � �� SLAB DESIGN EARTH FACE ~ ^ �� DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA STRESS SHEAR REQUIRED STEEL FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. -- 0.0 38603. 660. 14.00 1787. 5.5 0.22 1.92 0.7 34743. 2196. 13.57 1778. 18.9 0.76 1.77 1. 4. ��. 3369. 1 .15 1672. .1 1.20 1.6 � - �26 242. 12.73 1595. 39.5 1.58 1.42 2.8 21756. N� �^ �~' ^ ' 56' -873. 12.30 1511. 47.4 1.89 1.25 5 18206. 5715. 11.88 1426. 54.0 2.16 1.09 ~'2 --- 79' 5614. 11.45 1346. 59.7 2.39 0.95 '' 15179. 5806. 11.03 1282. 64.9 2.59 0.83 I '^ -- ' 5 10.60 1244. 69.6 2.79 0.75 ~' -' 6.3 10982. 9906. 5983. 10.18 1248. 74.2 2.97 0.72 7.0 45' 6002. 9.75 1310. 78.8 3.15 0.73 I SLAB DESIGN CHANNEL FACE DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF - STRESS SHEAR REQUIRED STEEL FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. -27430. ^ 0 0 -27430 6098 14.00 1427. 50.5 2.02 -1.74 N� 0 -26598^ 6344' ' 13.5 1469. 54.6 2.18 -1.35 1 -25199 6368 13.15 1492. 56.9 2.28 -1.33 2'1 -234 --- . 6237. 12.73 1502. 58.1 2.32 -1. 28 29 3 -21601 6010. 12.30 1504. 58.4 2.34 -1.24 �� ^ -19. 5736. 11.88 1504. 58.3 2.33 -1. 19 -- 4.2 2 -18� --'�-. 5458. 11.45 1508. 58.1 2.32 -1.14 4.9 -16686. 5209. 11.03 1524. 58.2 2.33 -1.10 56 6' -1 . 3. 10.60 1561. 58.9 2.36 -1.09 il -1---- ��Rq. 10. 18 1630. 60.7 2.43 -1. 11 7.0 0 -1-'' ^^ 4845. 9.75 1740. 63.7 2.55 -1.16 DISTANCE IS MEASURED FROM INSIDE FACE OF WALL �� ~~ �� 1 1 / II i4 ii � �' 1 J. P. KAPP & ASSOCIATES, INC. JOB 15892 Pasadena Avenue SHEET N TUSTIN, CALIFORNIA 92680 ifgra i6g C/MANEL OF q X iphr - —7D (714) 730-5757 CALCULATED BY A .13EgmAY DATE 10/7 155 CHECKED BY DATE_ SCALE , /6 ) , . 67 °7 1 1 1 /7 0 7e -75 e / 47' / /% 1 7 -. //„/ 04/ /9 l- Z' 64 1!s PS - ‘34,:e/ 1/ 7": 20 1 1` er ‘-"A-; o/v . /7571 : y V • re /4 iv.V6 Lc Ff?,011 ev S- 7& 4'/ -?,(/ • 4 34S6 it/4-e( 77// 2A.6? 77-//c/eA/cLcs / . iv/W FC /7 LC /,5 «' „ 720, coveg A 7 s,zi /3" 1 /72 417--- H, 5 Rf s 7/(2445 ly).9-‘6 47 /21 s& - 7 - - //:-= /,.c, /, P072: 561a A-'97 /8 - / 5:1 = /Or Te /1 2. 5"re ( tv4 / -Ce 4 - A3 /2e 49i4iez:- .3 /1v.e) g7S .45 2e ( 87/ 70- /9 6P c ep /0 • /0/4 4 • -_-_- 64 A? 'L • At-r2-r _ 41 • I s 0 — : . ed • /Z x /6 z C4 29 `•! ‘39'27 - 34 / 2, 92 . . ew6 DE ..6.4E-- 7/2 .7 A / ( 5' 72? 204.1 NEM45 Ir.. Groton Man 01411 J. P. KAPP & ASSOCIATES, INC. JOBH UNT E e i . J.W W G E 3 0 4 - 0 0 f C-} A M P1 E1 L 7 / 15892 Pasadena Avenue SHEET NO. OF 9 TUSTIN, CALIFORNIA 92680 g , 8 �� '.p•�^� / �� (714) 730 -5757 CALCULATED BY DATE CHECKED BY DATE_ SCALE ...... � ig 3 C 7 - d'(2 /d "...2 / 11 21 A a: x 2S /3, -ic �.�fGc okr/ = 3 .S 12 2a TPvc.� ``.' .�sff, ,7(/ 7Z ' ,' /S / -�» Tsre� ...._. .....'. �!.: 1-37: .. r � �' ' _..._ i 77ii5 iS (3. /' 439,5F. . erg 36 cloc x 1 , 9,eg, 6 _ 3 fj s t /, x.75 3 _ C� fre v /g � !/ r; Le /v,G7// 3.2X s- 721 ,• 7 e ,l A . o. S3 in mo o vs? F : J = /0 /,o, /I.& 71f E tg:19s �— o rz g 26 Fes,• .TaP -- ,9. 28 • /i .:.... ..:.. TN/ S /S S. 2 ,&7 ,2 ; /,e /7'- 20; T. ac 7 37 sf X55 Gave Ar q1 1 _ z 2e;s( Viz / _ � F72-04 , �p /2".e , ,, -2, - .. fir g " -- R L;C�vc 7/.7 v,G 1 (/g.,26(__ s Z J /2" / > /0 vi i /2 / -i" I "� � 204 1 Inc Croton M, , 01171 JOB RUA,TER. ' S ,EDGE 3�,y —e 1 CH��1NEt -72 J. P. KAPP & ASSOCIATES, INC. 9 15892 Pasadena Avenue SHEET NO. 3 OF TUSTIN, CALIFORNIA 92680 (� � (714) 730 -5757 CALCULATED BY Q /l` P,E 1�1s /� APt `v t DATE `0 11 ^ U Q r CHECKED BY DATE_ SCALE ./(1/4 L .. ... /,!,4 L .... j2ei /, : -- /52 --o,r �� T c / .0/4/7-, ,,, i - G L4 i t/F'°.e C » v7 . 3 T .2.4.-&_s : ��E ...........:...... C- ,o : ......................0 ce . ‘ 7 22 '""/ �: ,e -2 ... hA ; S� L/ eF ' :._._ Ge , 'G 7 . 5 ' ............... at ,e _ �• 42, - 2 ¢ m awl �,�o s �"'vC �M X4-7 wroa OM . RAP F-12 /� = 2 8.$ _ s � --: ---)--,,,,,," ( mg... .., ,(.,,,,,,e. •52, froi0,7, r— - /0 J 1 F 27rr 9 , � I i SJ —� . f / P- . • po : 1'7- s 3 G rcrc A " .e . : . i :/9 - 0 i,e'. 5-92 Ai 33 1 ---' t - - : ; &PA/ el P. oa7 !/ f 1 .=:2,5. ,9'3 6: ' --'!-) : 6. ti e : /A . A %9- /.- : = 0 _Or' - / 5 E" i 2- ! 1: /474 7 , 3 ''' - f e . .(9,4 vee or/ rx 4 7 -----, /0. .5 ' i Z .92E04/ 7.. ....:....:.. `; / , 77, Ls ; . /.� . CL45- C' S/'e /� / : ........ ............ .::............:.............. 23•... :..._: B' { j .. NM [ e In t, cam, Hass 01471 . . J. P. KAPP & ASSOCIATES, INC. JOB J »PJ TE.I?'5 P-1 DC'b tt-onf C'H fJNf.L73 15892 Pasadena Avenue SHEET NO. 1 OF 9• TUSTIN, CALIFORNIA 92680 pQ (714) 730 -5757 CALCULATED BY A • E5E9�A� v ` DATE o 11 i O" CHECKED BY DATE_ SCALE • k;' /Z G- 7/ - -2a - j- 772..... ......; • 9 t 27 _ 7 0_ 37 • PAP• -; g- 7 2 Aa" 4 o. 9 N 1 FT = i? /z - T _ -. z ' Fce . ,ems!: / Hr l v4-Gc : Se 'c'7 ,c , ViS 7 T _ a 1 OM X a cf2s x 5 -7 _ # 7 . z„ D. 6 • 7 MIOOUCT 7041 L eJ Inc.. Groton, Mass . 01471 7/ �� ill ' .. m 41 z = ,.. M O t0 re tO N M A N N C0 O V' Of M N 0 CO - O p n F: „ , U e•e N N M M 1t7 m O U e-4 el N N N C7 V• 10 CO d m .:, .. C1 c. O 0. • m O t e ...C4'. r t co 7 ▪ X 33 Q O L' r rt O N CO O M C. N O e • a M O N N e0 CT N eq N N O O = d } ` ; i CO O m CO Ada' ' Qr CO e e� N N N Cr] V' ell CO CO r'e t-e e � er N N M C M y d E , . : l , :K L 0 11 d c CO " , . e a °A • G ? < ; I Q r N eM-4 r1 N N CC 2 .1 Q eN-. ri ,N'+ -4 e N N CN7 e0 O d 3 ., • ' , y, `4«' • '" W .14- ...0 • i• ar S..r i . ✓ r N CO O V' 0) CO CO O N ' '° x; . : '4; J `r ' t . : •;: • C D e e eO CO e 0 M M O ` I t r+ . e0 U N N N Cr) C' d' 1[! l . O e 0 U 1-4 44 N N N M V' M (. - to e...0 _ • •'j- '"^. , k .., ry 0 i° 'rn Co y 0 o ,:430. a po Q C cra H CO N 0 VI N N i e t E C O e 41 N e N CO M &A In LO 43 V' JO ...1 13. 0 • C �ri�' « �' coo F q Il �+ Il de3mE0 : , I 1 .-- NNCDCOe -'1h O'M NNN '0'N o0 > • G �?i 1111 i 44 M z 'b e'e N r H N N M 'd' N I Q e*1 N e N e N N M V' .. 0 . ....,, O # V O (H 0 •N Cis w y 0 1X f'" ca toOe0e -4 a -eM Nre r. ^ j \ Oxi • ( ) co e+NNMMCgtO U re r4N NC ~ 7V' IA 000O w t W c., 2 f. 1 Z o a ° a tu* ea.0 co 1..0 a 4 I l7 00 0 `... ma a uw co N CO O M O 0f 07 M n CI en N N m W V' N 01 O N O' > • . }y .4 d. e-e e� N N CO M e,,. CO h :.. 'a. er eti ey e-e N M M eA CO q .QO it u .. L. " C7 - '0 .c 04 U `. U u Ca 2 'd a� y rm C0 gal 4 a z N N eA CO M O M CO 2 C NNN V' sO A' O CO n °: u P. 0 V c''.}, Q ew e er re N M M V' 14 Q e,e e,e N e-e N N M M V' '� O R 7 C m a '� 0 CO 0 V d to so ,, 4 a Q. = p as .o C ,` d h to enOtON' t 1.4 q C. CV OO CO CO $ a .. > co ca. of U -e N N e M 'eN CO t0 \ Ol 1.4 Fs U er e-4 N N M V CO n CA O co ' 'e >, r4 E.3. 3 k i As al A y t U O. o. .. w E w d . cam . ,:} .. \ _ d a M z § NmOrn 0. CO MCO NN000NCOCOCOve .ON ae .3 c ^ � ` Cr) er e•r N N M V' eo n CO M eti 4.4 N N N M V' co A e1 ~ O h . .2 - 1 . , ,:,,,,;;;0' e.. , U it N d . 1 ' c " c V L • w ' b ~ y 74 *� N N CA Of e 2 eN m M N :•10 Cq P1 CO ' IA N 4 is.'.`-' O N v 0 ,. 'C r Q er e-e e•e e-e N M V' to m e-e r e-e eti N N M V' eq _ 3 4 ^ = v K ^ 4 .- � i t ' .Y { „r e. tee O e s... 0 • O r+ a r„ `. c » o0 7 t co RI N M ** en n * ** e-' 02 •a ,, s * *** ** ale* 1k C.e1 E = ^ .d ?' `` ` ^y ... Y . alt'l a '0 , 1' e.4 4 ` J � s • . ■ ■ '— T :� � ://a i =L .� .ia7C .rte' ^ :Ci _ = __ = ' ^�. .��....� = - R� t :�' --_ .7 �= :3 = ... fi r t.A .T ' • —__T— -- — 1111111111M— -- �_ _ — ma y �_ -_. , � .� - 1 - _a - j -- - _. - -T .� I ` Yom — . —.. —� __ • - =i• .�_.. - -- - - .'-!- - - - Z - - - - . -- —r --:- __ .. —.—_=. • .7..... = — i - = t--' . 4 -_ — - ... ='` _ —_ .- -------.....=.--- _ — _-:_7.-::::.:-:-_:--=-.=--. - c.. te r :: - %� _ z = • ==& l ' ' .40 M= ~ IS. } G- :::7-:. A . ._..: ,/3. i . -_ _ - _ - _ a __�= - -..� - -- _�- - -- �._ _ _ ... : : • - --- C=-7: -. - _ _T ."'r 3:. - -- • .'t • .aa- -= �fte= ii. :.. is • -- : ∎ . _.::-- IA v A .. = ra . ate • _19 - SHEET 14 OF 21 S -92 , ` 7 6 LOS ANGELES COUNTY FLOOD CONTROL DISTRICT *** DESIGN DIVISION *** ; 14.00 WIDE BY 18.26 HIGH RECTANGULAR R.C. CHANNEL HUNTER'S RIDGE THICKNESSES TOP OF WALL 8.00 INS. m� BASE OF WALL 16.75 INS. SLAB AT CENTER LINE 13.00 INS. SLAB AT FACE OF WALL 17.25 INS. �� *** STEEL LAYOUT *** BAR BAR BAR HORIZONTAL VERTICAL DESIGNATION SIZE SPACING LENGTH LENGTH �� INS. FT. INS. FT. INS. 8-1 6 10.00 9. 2.00 19. 4.50 V� 8-2 8 10.00 9. 5.75 10. 7.50 � 8-3 8 10.00 7. 0.75 5. 8.75 8-4 5 12.00 1. 7.25 19. 4.50 8-5 7 12.00 1. 7.25 10. 9.50 il 8-6 7 12.00 1. 7.25 5. 8.00 8-7 8 10.00 17. 6.50 8-8 4 10.00 17. 6.50 8-9 6 10.00 17. 6.50 �� 77 NO. 4 LONGITUDINAL BARS 29 IN SLAB 48 IN WALLS QUANTITIES �� R. CONCRETE 2.23 CU. YDS./FT. ~~ RE-STEEL 591.6 LBS./FT. DESIGN CRITERIA 8� FC > 1800. P.S. I. �� FS > 24000. P.S. I. N > 8. LATERAL LOAD OUTWARD (NET) > 40.0 P.S.F. E.F.PR. � INWARD (TRI. ) > 62.5 P.S.F. E.F.PR. - (UN.) > 0.0 P.S.F. STEEL S. TO CENTER LINE OF BAR) WALL INSIDE > 2.00 WALL OUTSIDE > 2. j0 SLAB TOP FACE > 2.50 SLAB LOWER FACE > 2.50 iii �� . -- PM -- :I . " di; :1 t , I � �� 4 ~� ~� �� « � �� HUNTER'S RIDGE ^ 14.00 W. BY 18.26 H. R.C. RECT. CHANNEL 1 WALL DESIGN EARTH FACE ii ^ DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM AREA OF STRESS SHEAR REQUIRD - STEEL FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. ^� 0.0 0. 0. 8.00 0. 0.0 0.00 0.00 1.8 63. 104. 8.88 85. 1.4 0.06 0.00 Ali 3.7 507. 417. 9.75 224. ^ 5.1 0 0 5.5 1712. 938. 10.63 387. 10.4 0.41 010 7.3 4059. 1667. 11.50 565. 16.7 0.67 0.23 � 9.1 7928. 2605. 12.38 753. 23.9 0.96 0.41 �� 11.0 13699. 3751. 13.25 949. 31.8 1.27 0.66 �� 12.8 21753. 5106. 14. 13 1151. 40 1 1 60 0 99 ^ ^ ^ ~ 14.6 32471. 6669. 15.00 1358. 48.9 1.95 1.40 16.4 46234. 8440. 15.88 1570. 57.9 2.32 1. ]� I 18.3 63421. 10420. 16.75 178567.3 2.69 2 4 ^-~ 3 WALL DESIGN CHANNEL FACE DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF -- �� STRESS SHEAR REQUIRED STEEL FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. 0.0 0. 0. 8.00 0. 0.0 0.00 0.00 1.8 41. 67. 8.88 67. 0.9 0.04 0.00 0.02 � 3.7 325. 267. 9.75 177. 3.3 0.13 �� 5.5 1096. 600. 10.63 303. 6.6 0.27 0.07 7.3 2598. 1067. 11.50 439. 10.7 0.43 0.14 9.1 5074. 1667. 12.38 580. 15.3 0.61 0.26 11.0 8767. 2401. 13.25 726. 20.7 0.81 0.42 0.62 .� 12.8 13922. . 14.13 875. 25.7 1.03 w� 14.6 20782. 4268. 15.00 1026. 31.3 1.25 0.88 16.4 29590. 5407. 15.88 1179. 37.1 1.48 1.18 i 18.3 40589. 6669. 16.75 1333. 43.1 1.72 1.54 il � �� ' | 2 ' �� 2 ;1 1 2 r , .i Y �i m 1 mg ) J ` Af . � � / :; SLAB DESIGN EARTH FACE ~cJ 7 DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT PERIM. AREA OF m� STRESS SHEAR ' REQUIRED STEEL � FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. 0.0 62728. 2228. 17.25 1772. 14.4 0.58 2.43 0.7 57251. 4072. 16.83 1733. 27.1 1.08 2.28 1.4 51706. 5551. 16.40 1686. 38.0 1.52 2.11 1.95 : 2. 1 46329. 6719. 15.98 1634. 47.5 1.90 2.8 41317. 7625. 15.55 1580. 55.7 2.23 1.79 3.5 36831. 8314. 15.13 1531. 62.7 2.51 1.65 4.2 . 8824. 14.70 1490. 68.9 2.76 1.52 1.43 � 4.9 29918. 9186. 14.28 1464. 74.3 2.97 �� 5.6 27667. 9426. 13.85 1460. 79.1 7.16 1.37 6.3 26296. 9563. 13.43 1484. 83.4 3.33 1.35 ml 7.0 25836. 9608. 13.00 1545. 87.1 3.49 1.39 ill SLAB DESIGN CHANNEL FACE J DISTANCE MOMENT SHEAR THICKNESS CONCRETE UNIT P RIM. AREA OF STRESS SHEAR REQUIRED STEEL FEET FT. LBS. LBS. INS. PSI. PSI. INS. SQ. INS. J -44748. 8417. 17.25 1419. 54.3 3. 11 - 70 0.7 -44014. 8876. 16.83 1458. 59.0 3.37 -1.73 1.4 -42668. 9113. 16.40 1486. 62.4 3.57 -1.73 2.1 -40948. 9187. 15.98 1507. 64.9 3.71 -1.71 � 2.8 -39060. 9150. 15.55 1523. 66.8 3.82 -1.69 N� 3.5 -37180. 9044. 15. 13 1540. 68.2 3.90 -1.66 4.2 -35450. 8908. 14.70 1561. 69.5 3.97 -1.64 4.9 -77988. 8 . 14.28 1591. 70.9 .84 -1.63 �. -32 . 8 . 13.85 1674. 72.6 2.91 -1.64 �� 6.3 -32192. 8581. 13.43 1695. 74.8 2.99 -1.68 ~~ 7.0 -31958 8555. 13 00 1778. 77 6 3 10 -1.74 ill ^ ^ ^ ^ ^ ^ ^ -^ DISTANCE IS MEASURED FROM INSIDE FACE OF WALL :1 ii ' -- i ii . i E \ � | 1 � ! \ t n | 1 JOB y - x're�e vim, 0 /'%//9r J.P. KAPP & ASSOCIATES, INC. SHEET NO / OF 15892 Pasadena Avenue f , 1±3677;/").9111 /00/87 TUSTIN, CALIFORNIA 92680 CALCULATED BY DATE. (714) 730 -5757 CHECKED BY DATE SCALE Gfi QA,cC...........IY4 il/ /.T ............1�iY1k T ......pAPl:/ ............................... ............................... , 1 i . , . . _ 1 : .. ........... ... 14". r - / , C - ., !..... CL4S!/. F . 1 S'C7 �� d l'�... >.......... .......... .................... Eg o ltrO4/1 W/. - .7 ... .7..7 .4 E . ... ........ N Z • a [.. .. v�O . A ................. .. ..... . ... .......... j ' . , . �'Z Ste/ 5,2�C OBE '3 . . .I a i/ 4 ; 0 E 3 '. • ' M 1 1 , • X Tr/ i x _4.4 ) --,- : : : : PiP• C- tie • .:......... � -o 1 ....... GQ,1 i o? rer e.. ..........._ '2'fitl7~ 'C7v,. a ........._ ��J - .......... ,/,/,,,,- /1 .... 2( .._/ , ........ a 3 ._......... .. . . TA.. ........... ............................... ................... ...... s . z.......................... .......................... ........._ .................._......... .........._... ....... ..... . • • ; . Y4' = 6i..3 1V r- K.... : . . 3 ,. .: .p4.. : .f-i GY /Cry! > ,, 4S .-CF x ; r 2 �C�sv/� E Gd -= // ,6 3 c . ,: , _ /, ,i,.... 2 .k" $24 1 i g [... _ N /d X pJ-... T. Q 3 PROD ET2041 414733JI.4.. Won, Maw 01411 INC. JOB / Uu7 /— JP/ � / -5r% oo/ G/-/A--x4 /CZ $© J.P. KAPP & ASSOCIATES, C SH N O. OF .3 15892 Pasadena Avenue �]�,,, /p�%8 TUSTIN, CALIFORNIA 92680 CALCULATED BY DATE 2 (714) 730 -5757 CHECKED BY DATE SCALE i 4 : I 1 A k .i:7 i; i ' 1 . 5 40 "X 4 • t 4 1 s .......... I . ' . . 1 (Ar.-4-okt): = 1 i i 1 i ' ! ' , .,,.. 9,./ .. ......... : ° 5 r-✓ 3 , o.:611 , 4' 4- e ........_ ; .421 1/ , � ..... ...... ......._ , 2 A' 0,.,37-2.&.7 ' *A . --- .1 / _____--1- .._ -7/ --, / Jic._ .. .i, � . i 1 . ' . . 1 . , eox_ 44 , KE . / ,,,,t.r/ cOA/ c/rr -c C-4/1e : G ..o v 2 c" ,d laG, I:, : , ry ............. h '4 te.._ A-/0 ..... S ! ... al. ..............................._...................................._... ............................... A-'!Z ?' - vod?/� As . 11.7 02TS /DG-e F L E / '�/Srof,.., . .............. Q .0 /c 1 L a .............................. 4 . . . c � ....... • . . .... o .... • S !7 — . ../ . _ .............................. z __ ..?a- 4 1, • zi ] — ' i 1 ,i; A - - 3 ' 1 — .1= .24 2 k 4 2/r°! I - ' 1 4 4 4 4 3 ' I ' i , 3 4 ' 4 . I 1 ! ' 4 ,,,,:: t 4 . G ' s c / 2 h i . G ... :H.. ... .. = . / . 1 �t c� c. S jGIC 6 "- ..........6 , d, S�f ........../.�..K I. l25 ... Q,,... c ll i s is ii Ie. . .. .... . .... ...... ,r.. ,' . to46 c,4-' s'e I ..................... ............................... 0 1 . COA iPii,7 . / .... ..._..... iw- ' .... 2 .. C ... /r/ - efo,1s-a - x. ekr 3 PRODUCT1041 /7 Ine • Won Mm 01471 JOB 1-/vi1/��'-ls ,ezw, 2.4 c/I,t,e,,!/FL 81 J.P. KAPP & ASSOCIATES, INC. SHEET NO. 3 OF 3 15892 Pasadena Avenue �- BEA DATE �� ° % TUSTIN, CALIFORNIA 92680 CALCULATED BY (714) 730 -5757 CHECKED BY DATE SCALE /14 Ai c -....... av 12 c? ........ r$.r i c...... 4.0 ......................,................................................. ............................... 1 1 Nii 4, r -.7 0 -t i la 1.47 7 4 6 7 ,j ' z 4'‘ 4.. > le?, -cf",7 /- / ... ,pe f S . A r o ' ? ' e- ` & ......... r c ` 2 - - 4 - 6 v / 0 42 ,E .c. c -40 Sv2 a /3 c / sl,' F.9re~ ..... 6- ».r= . .... ..................... i ............. . . r ................................................... ..................�............ :............,. ......... a . .._..................... .............. ............. a . i 1 /,2d�ioc Avu ? a� c 3 d' .. �Y......._ ., _ .... / .... 9 ...... ___ 6 T 54 lls rr E 4/v. f129 'iKai2 /z � 1 4 i . I l ' . x#10 l2 INS #- r?e." u 1 ,/Pz /C k',77E 1 117A1 .. " * " lin LbcrrEG$ q , -t-,,,,. : #s S?t /te 4//774' Gbsv 5 III ail ` . . I . . o , ,. 1 --. . ...�... .......... ..... -�- �iy.4�cle�l� =c �r�vc. �T �f�d�r�lr ... , i I Ai/ h4t. C6GYEi..S s 1 - „ . . 1 - C-04-7 CAF A SPh`- T7C '» r v7r ' 2/e Ti? G',os',e4 "ovet PAOOMY7041 Inc. Gmta, Man 01471 J. P. KAPP & ASSOCIATES, INC. JOB NUNTEA / . 2 "6 1 ) Clf AiVN�L g2. 15892 Pasadena Avenue SHEET NO. / A : R)'�A�I / OF TUSTIN, CALIFORNIA 92680 (714) 730 -5757 CALCULATED BY DATE /D/ 7160 CHECKED BY DATE SCALE i ,,e, C 5 72vcTve t T�.9 -i' T 2 /C4 Av v ?o v C /1E-.,e EO7 a/c AvA LC .... 4-/ 4./e- :T • A i e T� 7'. e I '4 z c oI/V: GYC ,r A . 7.., 1... .. 4'4t .. . / . L 7 -La . 6 19 : 197 ) ' ,',/ rbsr,4 /496 /, _ _ I .. ay A ti / It t.t, im lEs `WCEPPG0 I :r 1- 0 fri(E /ANT e ti/ e- Pd.N r- /✓T 4-T , el 0 1 /s x a 67 X ,O. 2 7 — 2o3q q. ' o er / s X 2 0, V l 6 K - 3 �- 9 , 0Y X 8.2 -k..... 40 -54 7 e 7 * .... ' '. A E . rAie s„51,44e- /2-477,vp 4t-s / 7-, - / e l/G — eX i<% C , .... Qom_ 643 & / /tea ,P -¢ 204-1 /!) Inc, Galan, Mss 01471 J. P. KAPP & ASSOCIATES, INC. JOB H 4JN ~f��'S Li D GE.3 6 4 - cAkiimIJEk.,753 15892 Pasadena Avenue SHEET NO. 2 OF TUSTIN, CALIFORNIA 92680 (714) 730 -5757 CALCULATED BY Q.N\ 1 ` :3 DATE * !CZ V CHECKED BY DATE SCALE I " .......:. ........._........ ...... ..........._..........i./ .... ... _.. ... .... ... ..... .. ....._.. ..... ...... ..... . ..... ......._...... ...... ........ . —1 ' it f ...... . i • • �..: • a .............._ : ............ ......_................:....... , . . • ;� 1 • • . PROOUCTNM -I des Inc, Orton. Mass 01471 J. P. KAPP & ASSOCIATES, INC. roe HS E: —�ZI& y - _ kJ 15892 Pasadena Avenue SHEET NO. OF TUSTIN, CALIFORNIA 92680 BE p MAN (714) 730 -5757 CALCULATED BY ` DATE Q 7 CHECKED BY DATE_ SCALE 1 • C 5 7:2 7 27/f7'E2‘71/v / ,_ ' c',ei w,ire .S 'c j%d .......... /OS /T/ ?x1 D, s 104eZ. `` 2 i ' 5 /f 6' 1 5i * ?2 � : i 7' 1 I 1 i Of.:o.) ' : : : . . • 'k44-' its rt., 6 0/, ! ; )) . : . : 1 E J — ' , 5 /� . 6 r ?c. E'I sr I/1444 41 v,44 EN -7 4-se : : /g x 443_ )( z 5; 53 -.:: /s ,. is. a5" ...,1 7 , / i ' - Z. 3 3 .7 ; T2 /.,.2 T.et/e 54,4, PP .. 3 , 7/e/2 �0 . 107/ /x95 Use al= 4 5. A/4 /e 3 ' , X M :A:x ...._ $4.5 R < /ei - / /,r • : : PR000CT204.1 Nees/Inc, GMnn. Mm 01471 Alimmeormalw ,?� $ J. P. KAPP & ASSOCIATES, INC. 6�1 - 00 1 CHANNEL_ 15892 Pasadena Avenue SHEET NO. 4 OF S TUSTIN, CALIFORNIA 92680 JOB RJDG ^ R (714) 730 -5757 CALCULATED BY/4-00" DATE `O f t v r CHECKED BY DATE SCALE o°?A .....�� // � 000 O . / / • • %'4i .......:... ..........:.........:..................... .......:......................_ T 141 1 n S SE: 1��rE ;^7 .: /2 "` rr • g.3 ROOUCT 2041 /N/ Inc., Golan, Mass. 01471. J. P. KAPP & ASSOCIATES, INC. jog HUAVTF_ gs5 { P 11DG6.3 6 0a i CHAT NE L e g f 15892 Pasadena Avenue SHEET NO. OF .S- TUSTIN, CALIFORNIA 92680 Q. (714) 730-5757 CALCULATED BY A E WA DATE 10 1 -7 1 I O Q g CHECKED BY DATE_ SCALE L 3 - ".. ......... a ... . ... ..... ... .. :... .. i .... ...... .. .... . s ..... ......... t3 : ' 7 : �. . —0 2-2 ■ 2041 /N/ Inc, Croton, Pins. 01471 G-EQLABS- WESTLAKE VILLAG-E P o u d a t t e n and S o t 1 • E n g i n .. r i n g . G a p i n g l y 742 Hampshire Rd., Suite C • Westlake Village, Ca, 91861 Ituj a subsatary of (818) 889 -582 • (O5/ :,95 19 i R 6 A S4maco CoporUon October 4, 1988 W.O. 7526 First City Properties 8383 Wilshire Blvd., Suite 800 Beverly Hills, California 90210 " i; Attention: Diane Needham SUBJECT: Allowable Bearing Capacity, Hawker - Crawford Channel Improvements, Hunter's Ridge Project, Tract 13750, City of Fontana, California Dear Ms. Needham; oft In accordance with you agent's request, we have prepared this Id letter- report regarding the allowable bearing capacity applicable to id the design of the proposed improvements to the Hawker - Crawford Channel. Plans provided to our office indicate a rectangular channel, with vertical walls to eighteen feet in height, is pro- posed. Portions of the new channel floor are to be slightly above the existing channel floor and portions are to be approximately five "M; feet below the existing channel floor. We have been informed that the current design may require as much as 4000 PSF allowable bearing (for that portion of the channel that has the highest sidewalis), whereas 2000 PSF allowable bearing would suffice for that portion of the channel where the sidewalis are lower. Although the existing soils are anticipated to be too compressible to allow these capacities without undue settlement, grading or other solutions may be utilized to achieve the desired capacities, with differential settlement (measured across the half- " width of the channel or per fifty foot length along the channel) being limited to one inch. r ULULi w.. ii A. . ii First City Properties • - October 4, 1988 W.O. 7526 il As discussed with the project engineer, we are completing our analysis of the required settlement mitigating measures, the results of which will be provided at a later date. It was agreed that allowable bearing capacities of 2000 PSF, 2500 PSF and 4000 PSF would be used for channel sidewalls to 9.5 il feet, 9.5+ to 12.5, and 12.5+ to 18 feet, respectively. We wish to advise you that corrective measures to achieve the requested bearing II may require significant effort (and cost). We have discussed an II alternative design, whereby the footing which presently extends the minimum allowable distance behind the vertical wall be extended II further so as to increase the bearing area and reduce the maximum loading. This is to be evaluated by the project engineer. The geotechnical engineer has prepared this report in accor- dance with generally accepted engineering practices at this time and location, and makes no other warranties as to the professional II advice provided under the terms of the agreement and included in this report. Thank you for this opportunity to be of service to you. Please II do not hesitate to call if you have any questions regarding this report. II Respectful. omitted, 1 GEOLA S • E V LLAGE v1 (P°'- : II il Md4 : j in Robert Burke II RCE 3544 (EXP 9/91.) President II CEG 104 XC: (2) Addressee (4) J.P. Kapp & Associates; Attn. Anatoly Berman QECLAB$ - 'tArmarrL..A. CE 'V''XL►L.A A 71'� .�. ;, lr I " { , ! " « ' I T' J III q 1lI11h111 ,H 1,: ' + 'Il'j :!! :j ' iIII ,I .� H ! I i 1 1 ! ; 1 ,ij i:i 1i i ! l •' it - i j ' I li. I II! 'l Il fi •t {� 1 Q .r ` 11 r 1 I' " i, p: „ l'! i1: :�; I, : .-•- 11• `.1 .. I _`' jil ;jw,!I 1 " li i. .l a :I 1 i . , ,, I ll i IJI 1 ' N , y iI , ,j!' .I :: ';:1 ;Ii• 111i :I I I ,1: : : 'I :i : . VIJj:1' l��: ^ ?i ► ll1 !i'!.! ':111!1 !!1 n 1 , �«.. '�. y - i •i -.•. - `�. , -!.� - } - I • - i ••' 1�1. - mot f i i ..-,i i 1 I ct i , .'. -._ • I , I • 1 I i l i ! �,i' ,;i !i ; , i l , I� ! !,! , ' i , + T ., i R I � I1 .;.,:,..; 7 . 1 :1. ' !11. 1 +"1 •v' ` ' 1 1l. 11: I ! -1�' '� ! ',i, ; I I Al ' ,1• •'� 1 ' ! «' r ' I•I ' l�i ' " I 1 j i ' : r ' \.i tiyt•• I • .. I,�,, . . 11 !.+m I I ! i. 1i !:. "! ,.'!' ! ,: 1 ' . .: , ( ! ! i ,. li a i 1 •• I i -i- r i. -. }; _!: I j !! 1 i i... i i Y? +Q!' '' ^"'r r 1 :Y N1111 1 11 1 �, ' !! ' ' !i i t : ,. i., : - + ` H. • !' , .,1 r : , i : ; ; 11 1 Mint ' !1' A rid ll: :,i! li1l 1; Ii 1 1' 1 ,1' ' ','I Il . I� = I I ! .- i- -t h � . ,_., . _ • , 1111 V� .TI � . +�I�� i:: �.:l� ' +, - � �.�.. -- III1IIINhI1 IMO 'i'i !,! l, 1i !, . ', •7 . i t �, , 1 , .: ;. .. ... ., ... ., • .. ,...1.... : Ni11N = .11 1 ° ! ! ' 111 i 1 : ;!: : j • Hi iillllIlll ilia I 1 1, ; ' I; I i: i , i i.l +n !;,1 _�ari , iii • . 1 :,; 10 Qo11 1 .l , , :: 7ii .il ;iii - I I'll "''!1• !' ;1 : PH . V,..,! ! CC! .! : _: K . . lthll:i11111LIlllIl11 111111 W i'i', . : ':ii, i! :II I ! , ,! i I , !!�' 9 Q�Qtat a l : , :1 ' ' : ' • '7 ; j , - - 1 inn I I � � a ' I ' � i . , i -� I' •� � f " ; i T -r ! ' - O �'� r . ..r.�... . T ;.:-,' . , ' T , �' I l • �' , ':�"i • i ■Q= i I ,t ., {1. , 1111 'N ! 1:i , i ,; 1 11 'I ( ! ii i r .I ; I' •' , ! ! !; 'l ■I■PH111111.11111 II111111N III I I x:.1111) I . iii , ! ; ' ,1 !i i ll ,l . a .. .. l ,1 �. : : ,! •• „ : + : - � � J • 11� : 1 • C i 1T t i 'i i i 1 q 1 '111,1 j !�1 ii'! i� ` iii ! !I,I , Iii ; i, i ; ,� i ;; -; '' .i �I:a.l9liiiil�11:11 1111111111 01 N :,1: " :Ii I, ' , ,! , , T ' e i l ,111 ,!1; ,�l l; iit '; , ►; ;,:Ill ;i : i:i iiiil + ;' , � ! i ; • ! � i . ' 1 ! : ; ; '4,141111 , ; - i ; ' -. - r - ;Jr. � • ! A - r --T- ' . i - ' ;- � . • 111""1 _ _ F tu 3 ts X111 i i ' I I r ! l 1i i I: I 1 i i �'al l r i ,! I i 1: i . ; I : l i : I i i ; i .; i l!;, liii 11!! �' G i = �� ''1 I'! ! T II . H ! : 1 1 1! MI I . I,,l!!! Itl' j 1 I l 'i' ^ ! i i ' i l : i■I■i ■.911111 lllll111111 II111 I , I ; : I i t _ • � ! II . 1 1 1 ;-1,� "t I' 'I = " _ :1 I .: 1 :i I' : • !I, ' ; iii: 1 01101 ; ;IIIIIIIIII1`.rpls`e!■ /ry=��■11 11 n ' i 1 I !' ! ' I I I ; ! r "- ;1:i I ! ; 1 t 1 III�IIIII� "..l ' I 'q Lt1-�I •Ili I i:! ; 1 1; f'I+ ;ill , + !Ili HI ' . ! i i ' • I i II 'I' •' I ` l l !I ' i i i l j .t: 1. r ' . .. ., ' . 1 , ' !:1i i .,- , v - : 111111111111111 i , I� � j , F !. i i i� • , ; f j � } , ' { I �y 1 i - i 1 i rl � i ' r, ' I 1 ' t I V .. �_ �.-i . , .,_ . 1 -- -- A III !I;: 1!!! jll! I ! :i' ' i! !i'! I i !k .I, I !, 1, R''w ! I ' i1 ' 1 I' . ;.. . R , ! i i l � i . ;. ' :Il i„ 11 1 ,:i ; 1 , L Ir ; O ■�a� a �- I ; 1 '•�" ! , • , , , 1 r , - - �-�•, - ' , ' 1 , ' ! , ,, ' 47'; i 1 , , t TT,' '' , ' �- ' , : ! } . + '^i 1 , aiir 111t1 1 1 i 17, t , ' '!111' :l.1 :Hi !:i! i 1 IL i1 !, II :I''i • !.1 .!i* !i • I � ,, ::!! ill II I;, ! 11 1 I'1 , ., R i •' l ' j :I ' - • • +rrj• II:trill! ill': �}.r.i..a_ ... . - � ' ! .: :1 ii ii , 1 - - . -1 .� I _ i l 1 1 1 1 , : „ l, il i I NL' i 1 it ;' ill; i 1' I I 1 1� ij - • - ;1 , ' r' , -,! 1 ' 1 I II' - i i �I; :ill ;T ; ' 1 T 1 T ,i1 ti • ■ ■ ■ ii i I: ! I , I ,lI! !I ! I I+ • fit► _' li i! \,�•II 1;'i it l l l ! i l! 1 'i ' ii ; , l• 1! , ii i 1. r) 1 � : ll IIIN i ! 1,ii.!i.':l ! 11, ;! 1 ! .,,;1 I I 1 ;! 1 j1. : !, ■ l:i : , H i I I , 11 1 I 'i I i � ! I ,' I , , l i Ii" 11'::11' a:a :i: a 1 , : ti y l I, ,'..1, _ ' . v.; I - i NI 1.: ; �-� R• ,i •t 1 1= iiii ,i11f1111111111111111111N1fil :Ili INi�I i I 1 I l i 1 . I -I ' 1 1 1 11'1 i� IV t�h�, l i! I I 1 �; ! 1,' l i , + T, I( i t 1 7 i l l Y 1 +,�`I! i1• : 1 ,,11, 119=1113 i • to 9 g g: AiiiiiillEll !'�1 4 ' I yilIT 1 ' ► ' I ' . • i r litQ11:::11QIII lii11IN1f1111I11E1fI I I•:NII NNINN I { ; ! ' I I I !1 4, 1 II 1 ! j 1 I. 1 l ► 1 • , 1_ ' ,. i l I �I11• f�1II1I1I�IlI�lIIN11IlIlIN If :1;11111 I i l i l i�' I I�( i! l :' 1 I IF I ]ii i I l j 1 4 . uk.: ! 4 I 1 r , ' , ; ' ► a I' 1 1 1! l I • li II ! ,I , • lifilI::1111I1111111111 INIIIIN 101111! a II ' 1 ' 1 Li I 1 ! • !, i 11. x i ill, ! 1 ! 1' I i I i : I , 1 i ! : 7T 1 .. I ! I j i 11 ' 1.11 l ! nil i�� ii ■. • .: ! 1 , I C•� ,,i I; ;I ! IiI 1 I i� i 1 t i .I ! ! i i 1 I , 19O•11 1111NIIII11111I10010I i :; ! l i ! „! !1 ; i 1 !, I;t; I'�� i.l! I►.i 1 11 �� ;; i 4 l,l l 11111 !'lffffflf NINI'iflN I- '�' "1' :: ! l , � • ; I ; ; ; � : 1 - . , , a ,fig 11iit i' r1 ; :Ill •:l• :a 11iI.. .:L 11 l ' 1,j 1 !'I il,F, 11 1, ! 'I i , 1 li !,I -i. I ' ,I j ' ilr: .•.il t •-, i. ,ll . :11 H, t !i1! :Il HI; i al ';I' 1 1 1 t ! .�.I ,III `(I t ; 7 111 1 Ali 1 i � S k i- � r; , ;it i ' 1 i' 1 '7: 1111101f1IiIIINHINNh1IIN IINfI I.. ; ! ; is ! 1 1 ` ; : ; 1 b 11111 • , rig 0.1 ', I. 17 �• ( i'!1 l I 111 ,l .1_. .��:.j �1 ' . �1�II , � i I , , i 1 1ij K . ■ ..1111 a1 ' ,!! I , ,! , ' i, ' : II ; 1: 1 th r , t TiI I ! 1,; ' I 7 , , ; !r , :1I . . ..1 ii� i .. 1 i 111 11 I � 1 , ;1l - 1 111 1 Ii1j 1 1:' i I II I i 1 1 11 r i ' I ! e � � 1 j I hi' 11 l � + 1 . . "I " }- C �_ I7 � . ; • 1 ;.11..1 - , j I � ' ii � I� i,. i ol , 'v •!1! • I ; i 11 I :;I i4:11-L1+:11 i. I{ ! �'I ' I! I l i ' 1 gq4Q 111 : 1 j i i �- . , , ! 1 ; ! I { i ' ; 1; ; ; i l i . i , I 1 l ;-� ,� �. �► �i • • _ ' 7 :III , i . . �L.. =N1N NN N+• •• - I .; 1 ! j'; Il i! H ft1f i ll 11 i 'i' . i I t Hil I i. i �i WI i ! I If I i I"' lilt �, i 1 -r t-r - ; � -! _ , 11 �,.., T , ,,. . . , .;.. + ,T i l 1 !I! yi Irii !II. i ,i {!! ;! 4 iI 1 1 11 1 1!! I II1i 1 1 11 W i l i . i ii : l i ; I I il II • , , •.,. ; l. I• I : I • e , j � , d ' I . , ► , I 1 I iIII111111IIiII01111111�NIIIIllh11i i-iii, _- : jil ill.: .rii IiI i1.�; !I!! i! _ 171 ! 1-1. 11 ►;�, -11 + i i I iI - ji]. I i'! I ! 1 91 0 � . 'll1 fly: I 99 �t9 i. il111 Ili I�11 i t« ( ( i l��! 1 1! �iij 1 !' I f 1 � 1� I � I , �� tili " I l t IlI ■==lii iiillllllllANEllillll i ► +,' i I I! I ', : ; I i i i 1 i I ' I 1 t , �� l k! IIL 10 I '.1 1111111111E1111111111111t111111111 1111 .:. ' ':• ,: _,I I .1_1 1 . 1 :.' „ .. , i ,�� ■ a 1 � I j ! 1 i 1 i i l 1� I �! I !+ �' I ; i I i..; l I � ' � �rh ' r � �� ==�- g q q ; ! � ! p t i ! i i , l I Lilt a , j a i ' � . � � ! p ! � J•IIiII iIII i hII 1 i -- i 1 i 1 1 I ill 1 , ' ' . 1 ► i 1111 I i N 111111=: 9111=111111111111111111111111II 11111iii1i; � ia9 ` , 111111011111 1 0111 III loN al i i f�N l ■ l Iii INl li�wllii' i Ni i 4 i 1!!:.r.ii11�EE1�i�1�11 Q t 1 I 1 ?' ' 111111111111f11111N1111 t11111 illliiliiii1101N11ii9 i 1 ! I I 111111011 I II1N 110 I NiN �' 1 ' , I l J iI i 0111. 1 0 N 11!11111111111M11101 • 1I1I1 it9Ei E ' 1 l ! 1 ! I ; ! i ! 1 1 , , , , , 1 1III111i1I!I 111t1i1'II11RENNIIII1; 1 "' '1 if► I1•I ,1lf 1111 11 Iii l ,► 1 1 1. i l ,ISrl, !I! r l ' MIII 0 1 Ili ' t 1 r. ti�ttttt✓Nt!!'! l��Uil .d : �1 f : I � i ' ! 1 i j � 1 �T ; � I 1 1, , "� � � , ; i ,1 NIIiNllllilt111l iii��liiNllii�tttttttt i. ht.! i I I ; ; I 1 1 I , ; : ! 1 ! 1 , : l I I 1 I I : ' ! ; j 1 j 1 {1, ! I ,• ; ! ! ,11, l dip i ; ill Nl l Anal 1Nf1II1111111 Ili I ; I i i :ill 1111 L ij H. pi! !!! !; }; j 1 ;1 !;!i:III ;!i !iii ICI ;! 1 1111 ,1 it` 1i ' i� i h I J}r'H , iili! !T l� ill Ill :111 i'i r lI ► I . 1 !_,.'i 1 I . :.1i � 1, 1" NIIIIIfIl1li NII1 i I R , ! i l : 1 I , }} • 1 i • ii .1.uu UUi . i:: - '! : ,! X1.1'11 1, 1 1 I. ;_ III; I 1 ..• .. ! i ;' ! !HI 1:. i ! la ,.;ill I !I j I !hi 111' i r -1 111 - IIIIIIfI1IIIIl1II1IIIf ;11IIIIGINIIIII 1,i i lijl' ;`'1'I. ;i1 'i i 1 I ;ill 11 Ni . �j +11L 1 ! iii! id, Li; , I ! l 1 7- f.11 i ii r ' 1 i! ;1: !! i , 1 1 1 1 it ; l � 1 l ,;' 1 I ; i� '1 li ;iii l N PJflllLVIIOIIIffl ��, �; ; , 1:r ! ;;1j ij1 1j ;, I i ji ;t , ; ' i ! I I , , I4 I I I ' lil I I ' , • :; !, il j: II 1 1 1 ' I� T i , ; I ! ff , 1,1 . I , : ; 1,; ,,� l : �,, i 1 111 .,I 1111 I i 1111 Ili ►►j ;1' I • NIIINii11lNIINNIIN1l�1 } 111; li, ! ,;:. i '1 1;1 :' !,` ii iii;; • • ; 1 , ., �J . , i i III 11 ; ; I II 1, I i 111 ., ,i all l i 1 it !Ii I li ill j 'i: :l i '�i :ll i' Il y i l i' 1 ! l.. ''1,!'i I ` . ! i j1 i 1,1 1 I,I 'Il 'II i I i f► NNlIIN1fNIlINNN : T, . 7 ;, ; ;. T T j .. 1r; , • ; ; :.. a T 1 r '' 1! ( 1 1 IiI 1',1 Iii) 1 1 I !!. i 1 ! MI ! 1 . :1 , 1 ! i li ' '1 l j ! ! 1 1 : i :,, !II, 111 11! • II -I il, NN L i , : , , . ; . ;1 ! :. 1 , i 1 i '� : ' ' 1 cs ' 1 I I( ,1 � ; 1 1 ' ' ' �p i 1 , ! 1 1;1 , 1 ` , 11 1 1 . . 4 I 1 1LI. j! i I I :1 I '' 1:l 1 . � T ,I "Iji i l: 11' ! l ! j I ! iI!; i ' !' : I 1 I I'! III ii I.1 - 11111°:1: 111.I111l1I1 =111I1111If11ff 1111 INN N ! (' j ! . i i � ; ;; r :"'. i I 1 ! ? I' I , i . ! i N i I ' 1 l I N ! i lull' 1 Q .. 1= = 1= i ;;,• !;' �' I' 1 1 I 1 11 II� l� : ! II i ! Llifffiilfltiflllhl :Ntilllfflf:Ii N II1I111N1 i 11 '! i 1 ,,! i I I I ,' ' i 1' ' ! I.!; I IN 1 1 !1 I T : 1 i I l I ' 1 l i i i I I I h1. i{ I ;�I e tM , � ir'• ; , : r ! : , ! � , �!`t +t _ i , 1 i lllllll1111 iIIII ' : I I � : d 1 u ! : ;�, F I 1 1 1 i I , I ! !a 1 ' 11 ' - ' ► N I 111 X0111l: s ' , i iii !:11 i H - r I 1 1 f; 1 1i1I1111l111N 1111111 alai 11 ! 11 '. , ::: I i I! I l' i I 1 ' I III-1_1 7 i i 1 1 11 11 1111 1111 111 II II: 111111= 1111111111111111Il1Ill11hlll !_Ili IM 7 i I' ! .1, i i p 1a 1 ! ! 1 I _ i1l i i _N _ _ !+ ! 0101P11 I I �« � . 1I_ � .. . 1 ! -; r � �-� ; , i r .. � a�1S�tii�19 �iiilll9U_t N/ � 1i 1ii9=llu ■■■■ • uIWIllWingl!! '! :I;! IiI; '!•• i I!•! :d !ii li 111 :111 !I 1 i �': 1 t I i ;l II il�!!tt . ■ :. ' . ' � I . I I Hi; �_ IIfI II111fII1 'I111INIIIII N I I II I _ J i1 11 1 !Ii; :! l . H; ; i 1,:ii 1 1 1x_ 11 i '; i i 1� 1 ! + 11 I1t; j, L i ii ui ! 11 1 .i' 1 11 i11 ..11111 1 1 1 9 f� 1 I � ! , 11 � 1 1� i !I. '' , :, ; !!1 !IiI � l 11 11 !1; 1 .Ill ,1 11 is l!i 1 1 1 ill ill' 't f it !1 1t �} LI IlllNlN1 III i . I ! „ • , : • , • I . I ► �, I : l . l l , i1 ,1.1.7 ! 1,1 ► , 1111, 1711 i. 111cIIi1 =.I II N III l IlI l l i lll N lNIN 111 i1 I 4,..,_...4_,,,. '1 ij! Ii; :;1 I. - - ; :11H ; !, :' ! it ;,'i 1 '!I 1 1 11 . 11 1 !! ; ;1 1 1 : 1 , !' III i i I i i ` -1 1 h i ' ; �• � it 17 {' ;iil !!•: :I! ;1 �.1 li, ' -!«.. . •! :1�• !I: �: ,:1' I` ': -i � -j. ;: • : l j l , l {; 1 •T fT! II' �iI II' � l._.,1,..! ! 1 � l 1,i, . 1111I1111111NINIIIINNINNNIN 11 ' ! • ii 1' 1 i . :i!; I,:i 1,�� ! : HI' :` , 1,1, 1 1, ,! I �!! Ili. I h 1 l 1111 !,;I tB 1111111111 1.1 1 (' I ,.: I{ ,1 i: :H r• ;:: i +:; ',7, 1-,7,71-F, r :. i _ , r if , . :i ce . ; •; . iy. 1 I,i i , 1; •! , �' 11011111111. ! 1 }1;, I ;ci : Iii i i 1 ; ► 1,, i :ill di! Hi 1i!; u • • t ' L .t 1 r IT 'y' yI , - I, 1! 1 � �..! i' : -i i't t Q i i � I l l , 1 it ; ! �;.:;: . ..,, - r ,r = ,. : : - ! i ,ii •� i 1i I �.., .,., :�I .• ,,,. 7 .: ,.: :� 1 i t , l , 11 i 1 ( i !ii {:. i 1, :,! ; ,i. ;; I :;I I 1111 '! :, ,i Iii, I: .. 1.111 1 1:.i1:III1lNI ii li.11 11 1 1.1 1 " i�, R I ;I, ;' Ii HI :111 :i • 11 : . ; !I W J - iil�l', i1''1';' !.� i ;i_!'j l J , i , 1 11 111, 11 11 ; I' : ■•■ • I , •,• ,11 L . I I A i , -ILL ,,. ' t • w•s n NI a•vIV ' 07 1,3s.38'1.'3.1 df13H +l „i EZ£i Lt - s31-1:;:i7 S 01 • HJNI 4 , X 01 3.11 n • afar. or. for.. nor..... 0,■..... 'w, ier••• iYr••• ope.""' or - AF.'. sot«` - _=' wa-- o,. -- !^ • w - 4)