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HomeMy WebLinkAboutSan Sevaine/Etiwanda Channel Improvements 1 1 , 1 SAN SEVAINE /ETIWANDA CHANNEL IMPROVEMENTS STRUCTURAL CALCULATIONS ?keg ate. 3170 REDHILL AVENUE • COSTA MESA, CA 1126211-342S • 1714) 11414777 WEEP CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING JULY 28, 1988 J.N. 3814 -20 1 1 1 BOX CULVERT DESIGN FOR ETIWANDA CREEK CHANNEL AND SAN SEVAINE CREEK CHANNEL I - 1 BY HALL & FOREMAN, INC, 1 3170 REDHILL AVENUE, I COSTA MESA, CA 92626 ;714) 647 -8777 L I in hie g Oite.i4se441-, ate. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING 1 SUBJECT I BY 1 DATE I JOB NO. 1 SHEET / OF SAN S= VAI NE/ ETI LUANDA CHANNEL BO X C UL VER 1 D E S N AT RJR cRocctN c CHANNEL c1 STA 338 +63.33 TRgCk CL STA 3368 +34 -31 • E -... SPECi FJ CAriOh CONCWc - I; = 4, S10Et -l = 60, p. /. SOIL c:GUR VA L nrT Flu r,r) P 1C L 3'7 jS E gnp.o , s/S 8y fro Wit /\./ ,D,SI &JT'rN ME 7Jl) of) PL. r• 0 Fl C I r -S • ('''3 2) Pr (1 Nc7c roa AC.1 3/8 3) L_A.c. F. c•1 Srt vc.ruQAL MANUAL I 4) C/a LTtANS STANDARD PLANS S) !2EIN oCCF� CoWCilE1F DESAISN Psy WANG AN.1 `'A1MnM 6) CHANNEL PLANS CSoo 9 amd SHT PI) 1 • 1 11 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714).641.8777 1 III in 3 g 2 ote,00tetit,' 9tc. e CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING I SUBJECT I BY ` , ne4 • I DATE 1 JOB NO. I SHEET OF CAS E 4 �' ; N (NoT Typi N z N U' .0 N s .�ma� A - /� I i { i 1 i1 ,, : is 1. c .....,....: ...i.ii o1 f.,..). Q 0 �i o j `I \ E , 1 a( t i E :■". . • I 1 14 1 t � C ! I ,--1 1 ° v I N\ . cr I E , )--,1 � 1 It I ' ° . U ' i }° d i CY 1/2 i ? ¢ o ■ I I N f�+ �' o � i ■ I + i ��,H �� la 0 V) Ia V L Yi 7, i cc I i -j\ I ' Q ti I I, • N `i -. J W Q 1 ANN J " A � N N 1;i In i 1 ----- '7I OS" ,._ N e n 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 111 I j 77 g 26/00‘440t, ate. 1 __ CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY A, 0 I DATE I JOB NO. I SHEET 3 OF E ..D.12. , s , i / __ con f Actu k ez ,.... tri '' 2oc ' ol1 /c p, 6 z So %j damilAy = 12c ,U4 / A4i . tt Dead . on fop /fib E S 5 "rao + /�' x ISo C S -' 5 {�Utv�,t r!o,tev E ...„ ga,60 LhA p .ii- 12 4 . v /pad . C REF_ L. A. C. F. c C. D, D.Q/.5i 9"' Man.ua:Q - S FvUC& I E 1 Pexy S to 1 F (Sy F : 5 rcY Coop '4 E- k'o , tA., 18So 1 -Siis . ¢-/- I t ooc or 600 ow) 4L6 Dc (.-.' Inc& an gat - /L-6 1 7).ec,A /o zS n- /.fib + wAtc t_0 4d (No n240 ie,, Potter. A if..b D- L) I wolf Jo e4 _ /6 �► E n rpvi efy Watt J h ; c k n�i�_ _ an t.e,,, ;6v w c k i..a ■ki = lo All G 1,� t 14 Al..�' �O� liFeE2 x - + " ) % ISD 13 -a, /2•92 /o -9s N.O I 1 - 7 : . 1 . 9 8 ' Li '' / 1- e f .D 206,6f _ go 4 / 613- ,1,',0-e iot.d 14 = 12', F - e- - f, us- - 760 L i/fir ( s- to 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 I in ?Iale g oieei4i,4,4 ate. 1 '— CIVIL ENGINEERING • LAND PLANNING • • LAND SURVEYING SUBJECT BY V „ 1 DATE JOB NO. SHEET 4 1 I 1 t OF L o c cJ arn s r'pt,Q (p.)oll lievia ! d1'Y) VaAX 4ry t-{ _ 12: U, F.. S,-r', uJ = 430 24)/5 -k _ . 9 ' , ( . v _ as+ (144 r 1 1 1 E 1 l 1 J c� ,i: 62 -4x12 _Ei2.41.11 . ' 10440 430 ' � 5 . 4'f (5- 8 + 12 + !k i- l 4) - z-A-� / f . n" - E , c) ,, L ,— L oad p. L d 13-..em,,kve :. .3-1- z_ba k_i-i- t sov a govvel f „go Sot ins c y..Q. E _ _ 12+ : -- , - ll /3-Or & / J ' 'r m' 1," / /2 j . /2. g 2 /)'' / - ' ^ ,�o ,e, 1 G & r Y J C Of' (A i4 yN6te2 CYO ►^ 1 n/Y et. ) 1 _ ro+ = 10.92 Iv? l 9DLF AlA t'l , 0 f i4 + i cy = l' !- a e 1 Ne v a c 11_x-(' 4_ k g_. a+ l 3 ,+ 1 : 13-21 e ' 21 f . 1 1 COSTAMESA, 3170 REDHILL AVENUE • CALIFORNIA 92626-3428 • (714) 641 -8777 1 iiiii hiete g podemmetot, me. 1 _ CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT r BY I DATE I JOB NO. I SHEET ` OF E D /4 t'v, �u t! _ la ,r �'� M OfPt .T �IStwi gv,Idf� Me rhos 2. %4 Z qq )/I3 2- S 4N3. 2/ j I Jorn� A 2 S4 I +- 3.c4 r 244 x ►3•CoI +3.O! 13 r YEA t. - 4s E SC„ 10 -A I E 2..i'4 j .1 „ 2 ' 4 "'- (/ ` a - Of 6007 A II, o1 ) r ;.s� 1iA : 0. 60 i frmk- , (5 - 4.0 Jo; At C z -77573— 1 12 - ,!A * t2.41 12- 2"/ 12-12,, J2.2I1I47g + og. a•a1* O0I+ 13 '•12141 f 3.08x r2.9 0- 14 1 V I „ 2.0 r 2..o0 1 ca = iz s6 �__._ amt _ ? t .z.Ot Z # = 3.08* I2.g2 r1.2./ + 3.I€ x 1- oa41141+ 11.ot x ii -ls Ia. a 17-52. /3.i� ,.-9*'... rs•'ri 4 17. �► 0.43 I rT } • 43 I 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 I al hie g 20 ate. 1 umilm CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING 1 SUBJECT I BV I DATE I JOB NO. I SHEET 6 OF Jo i' r e E . 3 - o8* -t 3 . 08 -= . 4 a.o& T +_ 3- 08�ro.92x►3.2. +3.08Al2.13..(14, 4. I 2* 'o$ A. •' ►1 • C (0.92 /3- 21 ....4kr/ ' .L l e q 2 ,r f 2 • , ._ 0 -42. (ET 13 -24 A144- 3 ' 4 * 2 4- 3.o8 2 , 2 3.o40 h- 9141311 +3-A87e n$) )3.2. 1.4 Pb.g& 12.4)s /0.11 /3 -s1 12-.12,r lo•gl t 0 r . ► Fr 3-08x 2 .. ,p,.. 2.0.X .. •t J•011A11.04-. (Sal + -otwo 92413.21 #10- lt I DO 11.71 13.7 -1 Po •9a,.q•og.e r.-$/.. !2 2 E rp_6: • 4 4 ( •44 1 3 08 .4= 3. t 2 or.o et I 3. . 04 + s•s 13 -Je! 4•�l /nob ►3•zl -Ot 1 -I. t.r4 2xri.ot -lire* 13.1.1 O -S1 1 0 - AI Jo hxt 14 1 a•6s�1 I1 og r+.- 41 _ .. - 4- _ � -- ..�.- ....... 1 41-017.24 II. 0 t 42 ' 5 4 It. le Ij, 21 41v.1t A ►3.3► x 0 44 , g6 .. o a 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 I alli h g (740veemait, ate. 1 =NM CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING I SUBJECT I BY I DATE I JOB NO. I SHEET 7 OF E JO 41i— 1 l s - �rF f ; • z! 1 + 1 6S' t !. 6 r 2 2 'at IC t ►•61 ► n••t 13.11 II.0¢ ; xH ottx /•.91. E • .o• 9r ►ice-+ =•2p b Nr 2-7 = 0-40 r U44 7 ____z_ r2 tl V ac= = t .tL + 6 r - 13-2/ 10•4I- 12 .5 1 - f 2- AII- % +Uric IS41,t 92 + I.'S,' 13.2► -!a. ti-1-64 4 - 1 1 . 4 1 . • _ O. 2/ Yjr . D -43 r7/c; O -36 To; k Ez I MI/ J/ /1.51 * 1r;7— 0.42 4 IZ•Ot '1 13.iht12.o1-I-X6r.s I3•s ro/t•!t rr:it x 12.gs 'I3.08 :- ■ 0-23 ■ Y ; o- 3g kR 1 rc 7 .. 0-39 1 FI X. d k'Nol Ma men t4 CASE -14 Meyr6sev 6C, 2004 = J /RS`O ,(,- 7 - Sgv x1 -4 _ 4 -35 it/fr 1 : /3.o j1 Mec, - l � _ - 4.3-�c _ -62.07 ice. 14- MC8 + 62 -02l ,t, 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 ,, 1 1 211 hiaer g oiesii:sta.4i., ate. I um_ CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY DATE NO. g OF I 1108 I SHEET Me rh.(✓ CE LA) 7, 4- 3s k M, L- 12.52 E rn cE ., - w 1 2- _ A . Is 02..92.) _ - 60. s I l� IL- - • L M Ec : + 6o -s i l t. N lembev EF _ to, 860x/ - / - 2 D e • /1r, L - • 10.92' M : ` I -2 . js 2' - IJ•93 E M FE: +i/ -'n K- IVIenn r Fc ht II • oe c.. , 4.3 • , IV) — 44 • S'o , MG F : + 44 -So --. IDA — 319 M.em (_a. 36 2- f. -3 -,x;q x2.341 la -at Lot _(. I - � m6/4_, — - M L T _ 1s �.�_....... Sod 12 ' _ 12 .41� � w.. Lot.Cl. m µc, 4.4(4 + ) f...e + ► 5- 33 f k A xIAL LOAD = 4,3r-/L -o8 24- I k. C (=12o" n PG) Mem6xv 142 2 z : r- - Y < 'm0 t I•A x10 = 2• $ 3 k/1-t' L = 1►.o.§- 2-- M »S - 2 - g3 :c11•o& —2-8./S t� 1 1b A. MTo + 2 ,9-1SI14 . L...cl : 1 -4 ►e CO Lyl /1-E, L /0.-92 1 M rT ; -- 14 -1s 4e... m 3 = +/4 .7s lit L 12 .92, W-- 2 -PL3 t/f 1 --• MSk : — 35.37 mica : +34. 371, 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641-8777 r.1■ I La ?ilia, g 2610,0i,44, ate. . CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT l BY I DATE I JOB NO. I SHEET 9 OF E mew) bey K IA W- 2 .83 K /f-r, - :=8. M K R = -- 40 - c'k M At_ = 4-4 • MPmh_ _ A _ 140,M<v iv6W1 Am4I'do w I- _ 6 4� %" 13- �x 13.1l� I.4 _ 6- 7I . h F ►s 1 M P fS: 4 /0 -o / k SO i 1 marl cnu. -t cLe 084= -t 3 E t i t 96 ,. $- 4 *12'41 1k t $& - fS - 70'k. N,c� Mo m,m - M Q>A z Mpg - ,--------2-6 — s -2 6'K . 't f3- o B 2 45 k- AX11}L LOAD = 4 - 3s — g - 2 Mem6Y E T mC17 t6 -7/ / k ' Niue,. 4 - /0 -0 1 CASE 13 1 M.em bQv F w . 4- 3S L - 10-92 >L 1 tie/Er _ _ 4.3r_ _ - 43- 22 N1FE : t 43 -II et E 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 I In h g 61e6iO449,42, ate. I ,...., CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING 10 \ SUBJECT I BV l DATE I JOB NO SHEET /0 OF 1 Kern bf v 1 w. 2 4'3 / A ¢ L - 10-92- — 2.8-3,(60-5 2 -3 x_ o -5 2 )2 _ 29.12 / MIT = +2g•/2' /t CE Mem J)ev CE� , t o . , ., t, 1.2 Iebi► 47- 1 2 •" L 2 CE w / - 2 xl2.3'02.12- , _46- 69//c 1 11 .+ I&- 61 . Morn v Tk P 10 1. 4� 60 L = /2.53- 1 M Tic =— 20- 64 M = + 20.64 ► g v __ i 4.,,,, 0 t I v FiX....ac g_ In• w i Ik v A 4#.61 Ld, 1 Ca4e 2 '/►Q m? 4 ,, BA 1 VI A = t,tx 03.21 ? M . 8 to � 43o / >` t3A �1 , 1 .. 1 4 -No- 63 4 - AXIAL LOAD = 2 0 - 45k_ -0-4-8-4-7-4t, + 23- 04- J_ 1 _ /c.. - r _ 2 - S' 0,,, g - /p - !a 3 l0 33 1 , M614- . ......4,-q--7 — M-er"+ v G14 z 41k II K( N6 _ i - 4 2 5. 96'k _ _AxIAL_ La,QD = ).29()1.213 6- Z c 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 , . In hie/ ,eg ofeeiima.,41,,. ate. 1 CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING I SUBJECT I BV I DATE I JOB NO. I SHEET 11 OF Nip m1ati FCC H•off 111 FU^ --- 12.2 g I k., M6F.: 411.2.Pi . E ' , Ak r L, 1►•0 - 1 w ; lD6o 4 _ 1.4 /f M ' _ 1.41 ; _.__ ('. ° ) :: -. /s • /4 / i.. M Lµ : „ ►S- ko' k. 1 Sb o thsv .1-tv v E v": i' !Z. " 46 so,Ap• d 'Art X J� c,, 1 CASE ,3 M.Pmhcv 8C Mem BER GN 1 xdPL LORD =I.2x 1 - r _ 6 -6sk VIGH = -2 3..o4'/<. M e . /7. / / M µ 6 = +2s- o9 'K M cd r. +► 11 1 jYte rnht y A k- WI E M B E 2 SA Lu z.1.48 ' LoAJ : /-2xi _ 7-es ¢-� L s /3 -04 AJcJAL M f23 -04',t M Kp _ — Zl 10Jt . MA3=- 25--96'k MA k_. ,. .- 21- e . Ce o hicr c 2r,- ;,u.,:,y ,8, m. o l M vc - - ;1 , .tx. lo e .- 1 .,..f (nr: -C 1 i) 1 & Cis 4. I Mew, 6ev Aa ... 15-33 , s•70 1 2- 4) %r 0/43 A = — l0- 3g , To 1-.. - Mg JA" f •�/ a. f- 3 ,t M ep 4011 - + 8T34 , 1 to aft WI v s —67/ * ■ t Pa a -' l'e I► a - I O - o't i t-, 7otii M= pB = -';A AXIAL LDA� = 4-'35x)30 &Xo- S's28 -4S /,t; 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 1 ,..,: al hiaer g poieei4t44, ate. 1 CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY I DATE I 108 NO. I SHEET h OF Mpbn 6QV G 1y 23-04 0 + Rw 4 1 614 /,c 2s -98 'rc � i.., t 1 — 1•13 1•13 1•13 7 VI t 46 R = •,1-s --�-�/ E I ' C , I{ W o k E e i e = 4 - , - 7 / 4 : . M H. h WA tnv - ►p- 0 7 ►k . i ' /ofGO MGM _ — I 2K ivi ' +40• '91 f/c /OIA coA _D= ?'2 nLIZ).2. _ 6 -6s 1- Ec.-t a - C � ✓ L c . 4 1,,tv vt m a n . B _ t ' 4 ( , YA.4 / . . r { tic Joo.44 , .. 4. CAE -- s- M.Qm 6." Gn MCN e i..a 4- go : - 18 -97I k-. j Mrt6&.i.(+ Ni.[ : +20 -9f McM WI E 12.41 /6 33 P SIbA _ t 19- ".3-z 'Mr '�A/3 +t} --30 ' AxIAI. Lo ADJNC� = 4.3s x 1318 ,28.4sk 1 Ste_ O 8i.• Y" t 4 ,(trr Le Yrc, .,,'t S. M. /S . 'Ia. ),.; ,V! Icak1 .. CAI E . 5 E Sc-c_. on c ir , a" Ant $ . NI. /1 4 v t • t f t' ,f c 0C.''^1 1 1 1 1 1 1 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1111 hiet,e g 20feeotait, Rite. 1 __ CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I I I BY DATE JOB NO. I SHEET 13 OF Iv14 D ..4In IYl oYrtont? (FT- ttP) (Set Pog, 33 4 399 Mo mom, CASE 1 -4 CASE 1 -13 CASE2 CASE 3 cAcE4 cASL5 CALLS A ac - 20.17 - 31- 43 -40.14 -- /4 -DS -2b.% -32.37 -26 -74 cg +79.72 +49. +46.69 -37.10 4so -42. +48-.87 +1 -_ CE -79 to -41.93 - 39.29 - 41- Q(. -42.53 -41 -,L -43.33 E +2P. +-21. }23.17 1 - 61. f. u. .S 3 +2-3 -33 +19.70 EF -30. 32 -18 -s 4 -28.92 - -61.58 -2-8 03 -25- 6r - 31- I}S FE + - 18 7.22. + - +24 -or 1-34 +32 -97 432.10 I ' fG -31.12 -S 2. -2 ,- g-4 -21.2 3 -30.61 - _2.7, 5 o 1 GJ= +23 -H3 -19 4_(3.93 + 3 8 - ! - ' -13 -9 6 4-1 4. 0 if' GH - 2 6 � - 13.19 -- 13 -►5.19 -is -8 -27 3 - /3 -S` - ►4•o2--f- 3 4 1 21.48 x. 1 �1- 9 0 a c ..t. +F N G + 4 4/2•o2 4f 9 + IQ - Ix. 412.34 + - ,-/ t HI - 19. 3 1 - 12.02 - /1 40 - 1S - -12.g -17. _ 17.62 4 22 .46 43S -dig +2o -11 +16 .44 +21-49 j -2O -13 419-12. 1 2.N 3S•S ► .�21. 08 -16. 39 -22.04 -21 14 -14. 82 " +27 49 +1� �4 +2 - 0 04 432 - - X20.2S +I9 -'79 424.o4 1 7K -22.26 - 23.08 _ 19. 32 - 36- 12 -17.63 tle- - 14.9 0 I K3 + 49.29 +31-6o +27- 46 , +32- 6 ^ 7 +29 -95 +18. 63 +30.82 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 I ili h g ?O ate. 1 CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY I DATE I JOB NO. I SHEET 14. OF ►4. y hP►' P.0�f- 9. J47&YLl J ( J=T- K1'0 , Me » - bit r CASE 1A cpSF_ )g CASE2 C ASE 3 cASE4 CASCS r ASE S4 1: A -49 -S7 - 35 -29.67 - 30.16 -32.9r -31.21 -33.s fFk + 17.90 t-2S - 22 +27-14 - 1-19.28 - F17. 4 21 - $S .+16 - Sr CI( -62 -7-2o -7.40 44- -'7- g -7.73 -7- STD 1G 4.62 43.73 -F2. - 2.53 X3.0 +2.ab6 � +2•'12 g7 +l 93 -24-4 -f5_01 - + -)4 4S•50 +S•32 -{- /S I -3-- .+ 7•s4 -.72 t3 -2$ -2.62 -•8r j -5./4 FT 4 4 -96 + -30 - 3. $-1 -2.fi2- - 4 ob -4•1-1 - 4•.)--7 2 F -3.13 - - 4.97 - - or 4 SS : +1.0 +• Go -23.43 -29-s 4 , 4- ) ; le _ .4 A (3 REF. Sr) 4o -1 -2r- - t6 ...19.2,9- - rt. 14 � -2,. g8 - 16 .95 I g F c s u 4! a- _e--�� + 3). 4 3 4-4. E+ i + /4 • os ' " +2 6 .56 . 32.3 7 +.26.'r 4 8 � i 1-23.43 4 43. 29 1 `g. F bC IPESE CASES 7L,q to(ViuJ1LENT PQe- ssu HAS NoT /3et -w C 14 A>`1r 42 0M 37 PSg To 5 PST* 1 1 a 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 i LB Ae g 0,e60.104,40t, Rite. 1 -- CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING I SUBJECT I I I BY DATE JOB NO. SHEET s. OF E -ass ' `f6 Mo yr, h., v E max. N.,24. flow P = -40 - '4 E Jtid M ?roe Mcg = +74.72 `" TYI in . IN/kg . h'loonov4 Mge §' to, 3 Fe, arty capi, v( 8 : -14 -os Cote 3 . Q"rO( Mgr — 26 p6 (a4 0 M C - 4.37• 0 19@or- imi'M M Cq : - -41 Min . NRfa . � 'Y.a 1 /J 4,/ CL—(wit i *.R O InWc -1 M . G . ►✓1 .' dire Pe/0 o . - w t s em. _ . 4. 3k PI' C � ,C ,_ ../-,.; , /3 8 .0 - e- / / 1 _ '.03 8 C Co E 7.... 2 A. c f I or d.c.t A P Ot cri .t rd ro c m o nt4 of t o b caws 4, f i _ i :.o t , t M = so -4i -26-8b J - So -. 2 44 :. 19 44 lol 1— J 2 6- Itt- = 36- 74 X ; 6. 13 pflox,),..t.,m Menvr.l . X. 13•od- x / I 1.11° 1 Nics* - e . , - 1 - P . i3 = 2 6 . I NC 6 - 13 — u• 35 _ 26- at, b a c" g ? PC- • s4.7 I z , 30•.2.4w; ar 2 r-�. r oe+ P rvi" Sl p..ti I`o„ D/L''1CM 1 - - 2 _ I I . /3 13,/v1-_ 26.t.k.z 4 .c(x1) 26-81, I' Z :71' /4-o` 3 >. •., 1 7( _ O•' and -, : - ' 6. 13' t �— cs -3a'r. 4 J " S r. dcu i max . 14t,v1....a t3 M"1 4',«d , _ 74.72 —2o07 : 4- S f, ) c iA MBc : - ?) • I 13- ot 1rC8z 7c -71 C A. CDC _ 29.44 { 4-.S6:: 33k0 " " "T tk) �r u C r, I,'4.Q /_.c J ;nn / 1 6 G� 13 (E fr. � / ^,-- B /� 1 �• 3 4 . 3 i6 - �g 2 = V �4! .'318 '�A devc( L` Cv.' f,•cat /te rangy f4 (tit TL II.1- L7 E 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 v .„. 1 _— . CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT 1 DATE JOB NO. SHEET / 6 OF E I ni I I I Me rr y C.F Max nl-f..; . ►✓ro E Mc, _ - 79.10 'k ' ME : -r 6I• Cote 1 A M E = - .29. 1` t ; n. nl M o m i r is K 'cE a _7 0 E ray cmy on-1 C..2.4-- M c , — 4I.93'i4-. S.F,-- ZT S�.71 - 3 -92 12.91 C I (3 • M EC = t2l • 3Pk L s ; / lyt,l 1 M = 4.3 2 -92) 90- 7 7 l ,r ( Pal . O'ir+` ') p _ /r1 •sf _ �eoc.t m d� .� 4'xRCI -crud M�,,,,� _ � 20 _ l•s9 -. L r2 -91 I - , 29. 26•S1 x _ 6.93' c E X IR -•52 -X ' ir 1.12.42 ' T 2 ' x G 9 4.31.16 �� wQ : 28• JO 22 r, Mo�P�t CD 6- dvcn- C = 29.67 ,8 — — 4 I. 4 33 y r '- -( .lie (r 6rr.s go. g8 !c 1 c d S k...„ 1 1..,,.. 4 (L.,., 14 - ar,,c.'ih,ar, T 1 E : 2 9• 0+3.91 . 3 2 - 0 2 1 / C . . 0 C S1w Ievt.• CD c v:I , ' 41 /Jet rierr 2 .02 — (*- + 13) 4.31 11.69 11 4 x 26•SJ ZS-3I _ 6. ( A44 IY1ax . /no Pt-a...4 42/4 r • • , 1,,.m 4 Mt BC 4' C E . M,e■6v E Mat. N el , rrr o )r.O.r.P M r= _ -6/. S 8 l MF E = a 5 21- `k Ter o,#, a cad' ME F : - 28.48 E F 1 Cp,61 1' v)FE , 32.70 I 1 p 4,.. 1- , ' nv �_c... .car r v..(.{ K I ism+ n; g r" t= 10-' •29 k.. . 23 -7r 22 .7 E 23 -46 - 24-04 5.35 1 z 10A2.—c. 21 4.29 `3 1 • M 0tr� s n1 C2_, x : 1.39 z- 23-46 Il Z3 n x.34 _ 4. 3S w(S 39 _ .20....20...9g Q� e7 2 24 � : - 34 • 28 'L . - I•Vc Mexrr+,� s .�- - r ; > 3170 REDHILL AVENUE • COSTAMESA,. CALIFORNIA 92626-3428 • (714) 641 -8777 1 I fork Ae s oiee,i4t,9.4t, ate. II __ CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING I SUBJECT I BY I DATE 1108 NO. I SHEET / 7 OF C094( .1 --_ MEF — — 18 s'y E . 14- ,. 4 s 7 -12 s. r . c u, .1z, r- ' 'LC rl M07 : 38 In . > 38' -6? _ 3•s .-.-_ J_ - 10.92 S. (3 F = 23.1S + 3.S 4 : 27 2 9 S. P c H' f c1 AFc_t,...^, 27 24 — 4.3s (- + 1 5 3 7) 20•S8K M .emb2y F6 MQx,i n u • Nq. McnsjJ =. M p6 : S 7• S2 1 1 / . 4 23- 34 s 6 7 � 1 MI" . N. Moz�nt A A 6 _ - 31.12. 1 (arc 1 A 14 6E : + 2334 24• Rewriter^ oCw .4, r.f.Ma Z = .31.12 - 23.34 = D. `70 /c F 1.:1)..1 1 L Ji.0 8 fW c : 24.10 -13.4• 24.S3O _ 23.4 x , 5.70 T _ . 7D X 11.0 -x i Co 1 70 l i ke , - F , ?4 •� 'Lt.' 7 0 _ 4 .3 t ., tS -Zo� Z Omc�' � S 7 l_ 31.12.- 2 1 C'. r. c,(c l CA4 1. R 1\1 r -4 : -s7.5 I /d►Gf : _.13 -I? M O . r r . 24.10 4-4 : 2Q 1 0 III S.F. cv: ►� cJ /1-•/ _ 2R -)0 — d .3- R ( 4 + � 2 /•¢o k 1 inG x J '> P., Mcmv�t, ay."( irOX Sr ,1, ota. -1, 1. MP ,r,b.ve EP F- 6 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 , illa, h g Poiee0i,440t,. Rite. 1 CIVIL ENGINEERING • , LAND PLANNING • LAND SURVEYING SUBJECT I BV r DATE I JOB NO. I SHEET I D OF Me i/or 611 (1O N M mo•, .1-. M — 2 1 � • GN _ 3 -3¢ � E fr.6 = -f ►8. 12 . 'k M in. Nal . Mora GN _ 17 -211 1,,c_ Cc�,. 2 �., MH6 = 4 r .* • 1� E f9 -90 - 19.? 17.2/ 20 N .I 13.2 'E ¢.c c 1, O r d l,� i I; tt,t.�i :2 rid Man�c+..E _ 44+4 0 ••• 443 : 3 G 13- 2, 319 p 46 31 ., 43 0 319 1 fztf 30 + •t ► - 4 ) Pk • , +� .4le 4,� 9c I T,4 .S 77 6 Ik' 1 E(.4 3 319 N 0- 5 - 2,x L. 104 I M 4)e- - f`r7cm-11 a' IC•-• - G = O ..s 2 n 13 • 2- __ 6.9 7 / 31 5 1046 3l9 , P- Qat 11em, �J 6 : L4 00 1.7 +fix ►-4)x,13.21 + ( X14 D -- rn -o 2 2 3 1 2.26 .s . Styot, t.d mcsnrJ' CD 0 -S .2I dwa_ it. 'IL cl'a,.4,Qs. 2 4-001 77r? t i 't Oto- S2,-13.2f -- (42.0 -4- 1-1 ft) ,t - (.s1,P- 13•21) rav 2 . II = 22.46 Su/,/ _.4 A o mQ 4.- d ,.. k G ; a..t,s .i o t ./ � .4 .. C. �� o - � � ..� y am.,.. 1 _ 10+ 4 6 PI _ ._ x = _ .. Q2,7J 0 =iil� x -r2xa t � 13.:, * 13.3 t 3 x(I3a d" 1 7.3 11- 23 38. J 3 a -97 19- 1 7.2! P c r 1 i I i • A A . M 6Y , k - /4- 2 h i t (.3- t)....-o4 — (+= - ►3 -, 3) 'c • = 2 — T3) 1 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 I , Lift ?I/4e g 2oitei40,4t, Rite. 1 __ CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I 8Y I DATE l JOB NO. 1 SHEET 1 OF S Ju.,, Pen ,..e c.ic4.1.f Ca44 2. tL - 12 -4 Qez_c_ f. or 0 1 4 L. x-83 •► - 26 = 1A-erg t I 12- 16 -319 1"6 Pq S . . � ^ . ,.' CJ 4. -J s, n i& ( }- 12) 4430 X1.74 9.i!/y -(7e#- {)v4 9s) -Z `1q T2- l oco 4 Me r, 60 I4 r /= 411 AM '1-4.1 , C4..) . 11 1 •1 i /di:a ow w. t1 A.,d . kg&L., • 1 /A/I r, v HI MC L.r'wu.rn Net- Mom,(• . r`/l A-/r_ _ — 19 3) Ii E MJN = +3s_.12 IK . 1 'tit L'n. 1\1 eft P'rom.,.J' w 2.83 k /+� ,t / 1►/1 H t = - t `3.31 caAe 1A KT I+ ► 22-45 4 : N.o8' - , is-bR is. L2 1 . 4 on c ii o1 A - , F. - M z 22.4s - 19.31 _ 0.2g T 'N I1 -0 2 I5 6 8,4_ 8 4-1Y-4c. 1 is--94 = 1�4� X_ s 64. :is.sb X- II•og _x Pas' AM l3 _ ^ 'r - >: 5--64 22- SS / k . S. ra C‘../CA L 1 Cam. 1 (3 ' c,f w' k r. t. /no w -Fs.J _ 3 S -92 - 12.o Z 11.0 I - - = 2•16 k S_ CO � IS - 6%-- 2-./4 :. k 1 S _t=. c o Cv: fI C4 /f*c 1 l'ar• , 17. - 2.g3 �I + 10 .24, ,z 1 = /4.18 k 1 • E \ 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626-3428 .• (714) 641 -8777 1 I ill h g PO ate. 1 ■- CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING I SUBJECT I BY I DATE 110B NO. I SHEEE T OF 1 Member I7' Max.i►vu at,. N►o mtnt PI , _ - 3S• S, Ik M72 . -► 32.8t► 1 k Min. NIL, . I`�►owrrvt M 204 E 2 •$ 3 _ 0 _ 92 "_ is •4s C�+4e 5 �T..� _ 4.19.71 I k_ y Is-14-1" cF,.cr, di.,,., .k F. E. M : 21 /4 - 14.7'I _ O - 12 T 1 15.23 _ IS -S X: � •,Fo it -s7 �c ro -91 - ' 1 Poo, S /A : 11'434 r - 2•11 _ 14 -74 ) 2- 2 /• 14 3 1 l !S• F cd c4 M 2T = - 3-r -5 t 1 1 3 'Art_ . 4,f.stt Qiacf;on d.�.. -.{., r- .E_M _, 3S- CI - JS -S4 1 -83 t. ro -9 �- S•r -. 0 1 : S �•43 +1.83 :. r -2bk S. F. 0 cr,'fi ca /1,c:1ie". 17.16 - 7-'1( iy 4-iY) = 13 k 1 M.e mb 4, r, 4-1 a TS Aka,/ Ix 4(4 ibi Ihn, x.: ww,, rr and A ivjv 4 c_, , 1 Memh v T e_ 14 105t - i m t.� m N.- g . Mrn P.,...1 > y} Tic - 3 6 . I "- 1 I t M k7 +49. 2S ik. F M,-r). N Mp2ron t M 7 t . T. - 36- t2 1& 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 : • (714) 641-8777 1 1 : 1 h s Oleeittialt, a ec. 1 CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY I DATE I JOB NO. I SHEET 2) OF L _ti _e F. E M _ 36 - 1Z -32.6? _ p -27k_ L .t. 12-12 ,; 1 -92 ? 0 ,1212 z lg -2 8 z I8 -o/ _ - ti i X- 6.37' 4 4,- E X /2.92 -X K 7 P ,. B. Ni /8•0/ X6 -37 — .2-53 ( ,Z: -37)2- 3Y -69 'I' -27 4 E _ 24 64't z E v f 7, :... _ 2-2— 2-4 t\-1.,( -a r _ 4-49 -z, 1 au x_ ,� F. E. M = 4-9.2-1- ZZ - 2 = 2-1 �- F�- �G1�/�O�'� d )2 - 'Z 1 CJ k _ 12 -24--/-2-1 _ 20- 3sk. 1 S F. CO Cv i ca.(' /te c.f 2 0- 38 — 2- g3 fi 1) I6 -73 K. 1\4 -ember Ak 1 Maxi MLA in At/ - /1r /o MA tvik/} _ --Q-°!- g 7 J k Ietp - *27-/6'k 1 9 - N/otironf4 M , Ica - -32 95-1 /fi n _ /3.08 - ' 1 Ciao -c 4 M l glc _ 447./4 / tt- • 2 : 83. 2 -P g' 18 •s 1 ian due 4 .. / . = 32- 9S -/7 - 1 -2) 1 1 II _ 2 l O 8 '' /• 17- 30 l 7 ,` % A- x / x 6• I 1 1 2 17:30 --_,I. 11 a2 O g _ M , -7� ))— -_ O J _ 2- 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA • A, C L ORNIA 9262 &3428 • (714) 641 -8777 - 1111111111111111111111. 1 , in h g Oleei41,442, ate. 1 111111111111. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING 1 SUBJECT BY DATE JOB NO. SHEE 2 2.0F t o. r ceScA I I I 1 M KR _ —4 -e7 riv dug M Rk = 4-17 r,c.. 4 5. F. c k F. J<..M. Cp o.&d Er.d tocol4, -0 49.87 17- 9 0 2. 44 k 13. 0e ,g. F. (.% k = 18 -s t fi 2. ., 20.9,5' ‹. ! S. F. 0 C,,. L: c�2 4 c f r cans 20 -9S'_ 2 - 83 (a 1L + i = 17.29Ic MQTr! 'V A73 _ 2q,s' Max.. N At/o , t 1�Iq p b / k. 0 ZS � ' Iv N i r ns�,4 - M = Ft}- - ik N r n , . e � . o A�, Maq : -vs' er szA Siot., v . Pc& i more MdrnQ A <6- err, 111p re rev G >y 1 yn , Q ✓ KC 0 /Nile mh.ev FT 1 ...1-k7.-- ''97.) 1,...)6.11 Pr a.4-SL 11"-G- /L, c4 i .'o 4-F( ikcrr, o I l��: ; -c.' . I Pte- 11'10 ►rp In = M t i = (e ►3 -21) 8-2/ , c - 12_0-3. r�1 S; ,0 = 9. 22. AISC I S k " :( < 824 x1320'4 3 1 (/JfY / frt I•`�') 3 - 63 1 MP J v kC a, Af /imbev -- F? ,A�.. f ,�t l gr:d ¢a h vyytlaJ c 9 • S /1C QN 4n ,lure a ,vtid N- 1 .c,�. 4re I acc . cut .jew 4 v.wv,4 P ) 714 41 777 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626.3428 • (714) 6 - 8 j I I 111 ' Attv g o a #1, c • 1 ,,, „ . . , , , , , CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY v _ 1 1 DATE I JOB NO. I SHEET 2.3 OF al E M.Q m b.2 r ET 100X-4 mum / /r� . Meer . t � M E , r /2.u E • M TE = 9- /4 'k . E A/Ur) N-e f . frlo m o nt "1E1 = 1. 3 1 k. MITE ■ S' ? 3 rd 2 : 13. )1 mpa /t j rrt,<( /Y /o )7•cn F _ 9 -22 E S ii.¢a' „ rcvc.e (/f i. m j /" f / sY fte1) = 3 • 63 k ,S12av ,�vice Au F.£•m,_ 5-23 -I.93 .7. 0.2s, . , `I 13. 1 S.1 6) F = 3. 2R k. E � . E ! C / , . , , , m n Yn1v v E. T clip. C 2 . 2 < i1.2 C V " 60 i t A) fi �tlf G . N G P I r 'I • U ( J / t o G r C - O Apt 44.. 1- v e"0" y y .t 2 ,V .. -- C .. 1 ..P�; 9-r, . M y to v L F civic( F 6 Pte- Moment ilsy MQr11>fY F6 ^ 39.s ilk l 1 Pe!. Momonfr (ry !' /oml ev- E F = 34.21 p lc U _D 9,-, k 41 ' /t e N►o "n¢m� .... 4 0 ` 1 k . I i X 1. ; , -eI /Y/ arrv2 C - 23. 3 4 lk (N Q� . m e maw.1 } U cam '� .t< .D . J h4) r for 70 I rvF G 9 /0, Mo Jr,Jyv ' ( : 24 ' ic Niel . m 6,Y,a,r.k (D P ".vv Me rIaev E- F s 7. 2.2 f1< 1 tv/. Ala mrrvt" c ov t'1Pmre, P& :..5 _De- .; ,,,,, N.e.g . momo ' iv It r ►Jr F Jr b., v ,a - and :' 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 I in h g Oiteioise442, ate. 1 CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING I SUBJECT I BY I DATE I JOB NO. I SHEET 2 4 O (\Ion. Mom CD E v Momhev EF : 61.1'k. N4 . wereuva 6° E (c+ Dr mhe y e t - - = 61.44 'k . U N-el - 100 Jrou,►Nit CO E aS 62 / . . iv) Qx-! M.t.4 ►r F. CJ fv A c /lct.t - 2I.40 k. To td dx.011 ; /6 ", E ft. ciafrits = /3" Skew C Ce . /s1 Pg1. mo yekg.,,,k = 40x. /1e c - /i` / ha.w r\'ILA- = 4- 2 -g-7 l& 1 1 ' my, ( frir) IYIL ) -C b 0 r 1 42.8'79(.12 e- 0 9 x..efeee X Yl x C13) 1 0.0705 0 74 , P W 41 1/4 , P >- 0- 00493 e 1 Pau Ix = 0- 7- P a i.. - .26-0 b -7-- - - 00 333 , 1 IF:: 0- 77 / l'el II I E _ `' / bd /l2Qr f (1'D 2 J �� 2 J4OOO / ,, k ?2 13 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 AR ?lair g 2a/ee0i,44, ate. 1 CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING I SUBJECT l BY 1 DATE I JOB NO. I SHEET s OF E vu : 0 Ve = d • 8S x 14.73 : /6.77k . fr V U - 21.40 k Sitsza v 4u / ondic1 1'46 C7L.P i n CL'rLd (3 /pCad ( /2 "( k I( /J e 1// _ A ,u -f y /GP) o< tt t 0/ 3o Act Sig - 01- ti) 1 _ 0 -44x 12- x 60 x Xi n 30 . -I G_ j7; Li "1 1 = '3- ZK • e ,fdi /fARav Cy aL < _ 16.77 -F l3 2 : a29. 97 K 21 41c. . i 3o f 3 1 K 2•s' r-- I 1 I1 _ 2/4.I (d ¢.or^ -fs.c.c a ALtisMt ) 1 S JUQQv (0 2 - g ' 4 /OR►F = 21-4o 0 — i2 x t 3o x 4 3� lS-(2 K . C 16 -77 is � "'ti it tic,+r ,,. 1 _ bo h ow, ,..11,6".4 C C6 EP- and F6 ye r+re v o ro 1 U.31‘ Ja i tt I, 3o fin nt L.i 0 2- S ' et.orrn 8..A'.t w v #.1....t (1 II,. /d •.� } cti 'f' riX.rd s1nd AI0i'Y'S irvi � G = 24 k . 1 1 1 .S Purtr e 2 S - 72' k 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 h 4 CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING 1 SUBJECT I BY r DATE I JOB NO. I SHEET OF 25 - 72 x71.' ie __...___._._. O's 9 X .4eO x, 03) 0.0423, 11.W - 04 3S, P O. 0029 ACcorcG ,I ACT /0-.5 ( .0029 00386 P. o ard.2 # 6 ( ' /L C / C (a lop �r b1 vn�r4 SC c >� E F ayi F6 Cow; •w4. 4 r = 0 - 62 P. - 003g7 ( - os9 2 Mu = 0 . 9 x 400 o , 12 z ( 13) 7 - O S75 MLA = 3 4- 9g ' k - ( rav io AnAtot / 14 1 f7o rnP j ( To; AA F = s 8 /c S hew M6w1. yiA 62 - 16 k. Pa rka r - 2 - 27.t - ',,e 27. 1 $ n tee- ' o• 9x 46etr —x71,c 113)1 -0447 ,1 1 04 P= . Oo 307 lri�. 4 7 t - , 4 . . AXtvc. fi 3 dm ' f u I lit., �+ t t ea Cain 9 t !I 6 -q2' ' 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 in hie g 2olee0t4,40t,' ate. 1 CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING 1 SUBJECT I BY I DATE I JOB NO. I SHEET n 7 F mo by rk c o To; E = 62- Sk. Mory 6.5 1 - ISOmQn f /iY .pkfvc. /ff... Y c ,1.4.A vvcaf _ 66 --S 34 -9g = 31 - ;2'k- _ 3r. 2 x ,p-K J90'e' y3)2_ : 0-c) ,e 46,19.0_,k,41,, 0.05/81 n c�-.)= • .05 P. 0- 003S7 AI 0 -.�6�5 • . PV O)J d4 # 6 0 g C/C pxtva f,a ` 40 4 c ' 4rr mforry e E F cz'( u.14 4' 14.u,,,,,, 1‘.cA. i 4z4► ∎^^ 6 v c E- e-S--1 / Mpmher/J Be anti;{ C E P o n. M otiv.a tivi' .(-1... M{ JN ke v 8,c _ Sit • 71 I 1C 1 as_ Mrnn.J?,w(' illy KR m b r c E T 60 - 'lc 0/1-{ /xr., rrrmu t ,, 6 0 , g i I oil Abet/AA . 1 N . m Tdkrvr c .6, m,„,),„, sc - `19 .7 2 t ic Ne.1. Mmta CO T AA" C ( MYt,,r 6e v C E = 7 9- /0 9 c I 1.11S.- WI . to areti2. 1- ti 79. B 1 Ic Iv., .b It, /1 )1o.•r/ 1 E NI.. Irk numo CJ shut 13 Mo ML-e.v Bc _ 4o- t ic . Sk20 v t iprc4 O c t , r c,..L /1.. t ,t ,'.v-, . 25 - 39 k . I n c-� )1•4244 mitN" Pdi P. h Ls � P 1' T ,J,o-gL4c - (5,-- .27 it. 1 ', in flin&Yv t WA c ' 1 1 it G g f (J 6 (/C jr , . • 8g , F • 00 S 64 (,J _ - 0 Rif 62 - 1 M c .. = 0 St' 0 -9A !-+aen /2-1(.0 32 d 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 hiet,e 2oieei4ta,g, ate. __ CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY I DATE I JOB NO. I SHEET 218 0F 1 Mu : 4 e'er '!C ' M 4 -Px -fl a r fex;( v (4(-1.A vcal S . 2 7 — RA'S - 16- 42- (Bv11mr) 16 - 42 Pk,t Ge-e- 0 02697, /� W= o 273 � P: 0.0018 A „ = ,_- D -2- 445 (14 c% oxty& Q ay. ,. R . f av 1....v`a 1 , c and c • Si/kw v c-t c•zi t.• `"'1 - ) - 9 7 e 2S-• 3 StS. F cv,' F Mamnwf = 79- 8 t_ ,cam h _ cgs 2, M(Smank Pk fva t' y, es -r3 - 34 9 8 = s0 - S g` 50- S tx e- . - 9 X 4eeer ,12 C tai • 08314 b3 _ • 0 p, 0. OOS v, -9 2" &. Ravi ax # 7 6 7 C7e •PLI fra (� / & 4 < m Jtw' tt,e v 1 + (1'404'4- ( - s 0 * _ :1322) To nf 8 N.eq ll1 0 re Ml 40. /( Slat MOrna./ z L1 3 - 02 lt j 1� A/1p m¢,,.t Cal,a c,' lL t� +► /, •I') , ^ • j� �, 13c.: 34.48' � . � �c»,a i n i n f IJf.c nna�nw.,f : 4 3. 01 - 34 -98 + - 8.04 ' E S C 1 - . no( hk. .Px,ff u or w A l e / S a r i( (dol. . 4 4) # 6 e 6" .. - o l*ov. lime. I /limo ' c.44.4.‘ try: >> 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 ' I in hia, g 2Oite,of,44t, ate. 1 . CIVIL ENGINEERING • LAND PLANNING , • LAND SURVEYING SUBJECT I BY ^, ( I DATE I JOB NO. I SHEET 9 OF 1 _..D.Q..s'; dp q, t3oT 4 ..00.6 S rn G? trt4 V a V 1 o r on 01 hk 0.) i a n ru. /� /Gn (A r cr ico v 1 l Jr r, t . ttr, 4-616, fk. b1/451/ err" 4. b 1,J /cc c d i c % hewxi »j, rr 1 PC S. P"arro.-fr 4 iNatr4rvA, t41, zr, 74 co,c1 4A. 1 �2AID Ns. tngly t 35. It , ((free Morrbe v AL 1 = (3 d =io" 1 ' ,...._ 38.3) n ti x J A-ert- - — o .9x 4 x yinao)Z �_. =©- )06 c..o = •1134, P= oo7s6 6 4 " C /c 0 80 n 15M 1 4„ 44 kayo A k, k 7,3 { p 1 iµ. I 1 Go I P v r\s-1 C D4 v Al Ly2 C2 3: MoX_t mu S. F = )7 2 9. K S. r. ` e',441 q ec t(M: Vc& -. 11 Uc _•1 jA 66b A. 12,00 0 -8� !2- `0 /G. 1 c r_ . capA4 ; ,ty ti 6 hp4Cap he v v( : 3: Vs� ►3. k. 1 I /af,.. C r r..,4 s 2 6 - 1 o ,k y 17 -2-9 K 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626-3428 • (714) 641 -8777 hietie 4,/,6#11,49.42, ate. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING I SUBJECT I BY 1 DATE I JOB NO. `SHE 30 OF Ma X-t me. 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G1 L `` ° T + + i ' + A x — J v �1 V % w° s ��°o = Z 9,,. — a- - o — L L ° 1- 7 ': 1 -T :7 W O • r .9 CZ Q ,; a 2 1 , * ' 1' 4-1---...+ 1 • - r` 1 11 , ti m °' 3 .o S N_ z 6 - + + � CD el. ; 111 g 0 1. r ( N V d O N : I O i V I I I 1 l j ■ � � 1 y U I U O 1 + I + 1 + I V O } V6 N • + T + 1 + I 4x Q . c� K1 • 16,. at t J 1 r! t".; ■ M I a' . p. 1 g % Z `t I coo .4 edg _ _ — � - -- -- — - -- I . <1 6 I' T T rr 1.+ ■ i+ 1 I g � � . � ~ � 1 IS M 9 1 i COLUMNS 7.11.3- Load - moment strength interaction diagram for E4 -60.75 C columns 0 L { i , ; } _ i - • INTERACTION DIAGRAM E4 -6Q75 U M • y o I _ } t , •soksi N t . }- q � • 0.75 i y �' . • • S • 5.0 ° (0.0) 0.02 0.03 0.04 0.05 0.06 0.07 0.08 • • 7.1 1.3 i a 4 h in 1.00 1.09 1.36 1.48 1.59 1.70 1.79 • • //�� e P I a 0 I 1 4.0 aas■■N A DI P „ � t A , ksl = 3 ! • piriprs � ■ .4.e 4'�.• �.�Eglig M E N N 2 o w ►�i ► ii►� �i�N Nr_ ■ . ■ E W • � lieglaga a N_ MINN � ■�1P� .. nor r mi ► R h 1� _ i� iammo t - NN■■ r,■i>r� /.i11 r.ii. • > Born oM►.N i ,l il . Mil i i 51111N�f , 11 E p ■■ rii '....tAli■PAMOIVA NUM i amp' mINCIMMMAMAIMIMMIAM 0 020 0.40 0.60 0.60 1.00 1.20 1.40 1.60 1.60 2.00 r- A9 h Ag s i 1 i 'COLUMNS 7.11.4- Load - moment strength interaction diagram for E4 -60.90 C 1 columns 0 7.0 ■ ■N ■■ ■■■N■smal �1INa L Noss ■■N■■ ■■■I /■ ■■�■ INTERACTION DIAGRAM E • • • • U swim ■.■■ .� MUM t, •4 ksi M 6A MEM ■ � ■ N I■ Nub t, • 60 ksi I �' Yh � I N ��� ��� s ti ► `0.90 MAMOM M■■Nit■ iiiihilaidirli .0 I ' S ■fiia ■ ■ ■N ■ ■/ • • NI ■ ■■ 5.0 ■ \■■a ■NN N N w ■ ■ ■■ U• ■ b • i • RI■U� a U■■N 4 , A • • 7.11.4 . 0 e 4.0Bi�V I`0. , N�I� n k si . t. - 3.0�� loppl....,, •. r 1-1111110'- iN1 =III ,_ ‘PW4Irk 4 i . , , L g _,. i ma 2.0 . 11411r16, 1111111,11.11111":;; A lis. • 1.--. i , - , 1.0 � -- C��_S�_f.._ ),..i FA,:iiiiiiieri.L4E . - 0 020 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 E en . 8 A 11 I Okin h' ksi 9 For use of these Design Aids, see Columns Examples 1 -9 and 12 -17. • 91 1 C COLUMNS 7.11.1 -Load- moment strength interaction diagram for E4 -60.45 41 7: 1,.., : 0 columns TA 0 U 1 L- r , TION DIAGRAM E4 -6Q_6 M • 1 o . ; ,.- tINTERAC • 4 ks 1 N S 1 . . 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U S..�.■ ■ ■ ■■ ■ ■ / /■■ %Viol a mimmi p■.ma■ ■ ■■■■ . . n' /■� P u .f1!:1i1 \■■ ■ ■ 111-..11•111111m=1111111 111-..11•111111m=111111-..11•111111m=1111111 ■ ■ 1.0 ■ /■r. risii11ativoN' V /.% .ai� aii _:iiNr■ °s 0.01 0.02 0.03 0.04 0.05 0.06 0.07 .0s % %roaR/fisim,....... h /h c..06 1.00 1.00 1.00 1.00 1.05 1.11 1.17 1.22 1 4 n a %/ ■11� \a ..d v_ :wri ■■I musa■kicH■n ■■n■■■ ■ ■ ■ ■■■■ ■ ■ ■ ■■■ E 0 020 0.40 0.60 0.80 1.00 120 1.40 1.60 L60 2.00 OP„ a OM„ Ac x ksi h _ A9h' .s' 17 1 C COLUMNS 7.11.2- Load - moment strength interaction diagram for E4-60.60 it C ii 0 columns + U 70:: 1 � � INTERACTION DIAGRAM E • . M o f: •4 ksi ` & r r a f, =60 ksi h i N . e.. . , : - _ ti°47 =obo mi d= s . I E S a � " , • • 7.1 1.2 5O °` 4 0 .010.02 0.030.04 0.os0.060.07 D • I 4: i ,_ m 114 1 . h /h t.00 I.00 1.07 1.17 1.26 1.34 1.42 1.50 - 6 • E 4.0 a ■rte o , . i •" �P " - , ksi - � � l i.os � � � ., ;� ;. 1 30 g■ - 0.03 :� f� I i ! 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To v4; on cfi4 „,4 ctxd. 1 ..beivgr q w e N ` Tkick -niv» 1 PavA/ - 0 = f 2 ” 1 , Eft- Il- 2 g ./10 ry.R4 216 Lin. 1 3 c / l/ [�t.ti v v.- p (Y U- ( 1 - 00 L (Gt rlY: 4i. g ) (/ -., f7 29 /1 `' � IN-t--__ Q• . ur . • 1 (JA* -# 4 & B '' c (c n.2av 4C Q 4"'. . (v,vtr,,4 I,4 4 4 6 /2" c /c i �, ►,_d_ re.„ awl (44 1 /. 1,44c # 4' Co €3 ^ C(� . 4 et.e V v r c ' e.o� (''" • 1 Q4i V - (c Yeses A"'` )1.4,i Ain - 0_"' r d fr-I vt fr• 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 ate. II , _- CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY I DATE i r JOB NO. I SHEET ! OF MODIFICATION OF F CIE bES1G tit 1 F"RRPtPET NPLL 3:-)ES16N I � � L / EQT7 DA AND CHANNEL_ 12 1 Ca n t,'Ji.urr /k. pi = s- s ' /AO Y- "hv1 Al A k-ew &n54 - 48, 47! 06 _ a to _ g. 92 2 ,,. Spa n - 0.1 - 4 ke....A- • � -� 2 ,_ 19 -b 1 .D.ec.al ; oc of Btc ni _ .g? 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I SHEET 2 OF 1 ,I; Ate lo eJ 32 /2 3 / N 20 - 44 4:0 J• ? r <ss ,D101-ki 6 aCti AVM _ (/ 7-C, s -r) X a. 6 A I I tAl I I 11. _...., 1 = /3/./4 13.6; Lon,: to. c l:vvL at ' Ye c tI Di41l, i btojc � /o Ad _ Q • 24.4 41,11- ti- ) ra t F Q V , c - e t r LOcaA , 2- S x D - 2' 4 / ac 1et -s . 4 So /I a E k w" A.( kr.pv 0 / t 144' rki — , /2 /f 4 ,, 4 I 7_ 12.88 1 E r.,,,,L: I, J ,-(,-- rt_cfory toed R 1 g ,.s I �— cg= 0-` 1 cr - - 0. � 3r- D 12_ pc- U- 1 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 ate. _. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY I DATE I JOB NO. 1 SHEET 3 OF 1 i , 1111111111E1141 111011111111111111.11111111111 A- 13 G E .�vo J it, 0.1 64 W: 10- 5s k l p- L: / S 6 2 / 2 p,', EJ�.at Mammon": w i = 3C1- 3 A - E ,; 4 A 8 A � c ; . CP _ C f 1) a El) Q -SD 0 -. p 0 -.SD 0-1 0 - 0 -s'0 1 -.30 3 +311.3 - 3.1.3 -- 351-3 -311 -3 + 3s1- 3 - 35 + 3s/- 3 E . , . . E - , / , __ - 311 -30 4-31 -3s/ -3 -1-3113 - :3x1.3 +3 -0.3 31 +3x1.3 . 1.3 I - - _ - _ __________________ 1 III 1 1 1 1 1 i 1 i 1 - i I , f j . : . . i . . i 1 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 N • illi 46 CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING 1 By DATE IMO NO. ISHEET OF CaAt 2 E , I � j E 4 v r 4 v \., , � � 6 ^ E c ,_ -s ,.. ,� . Load r �-+ /q-- E . 2 )9 -62 / P xecl ,eN4 MomvA = /44- 7 E.- .A . 0 -5 . .0 - ro • Ca-ra orts`o o -Sc, 0-so 1 ..'-144' 4 4-1444 : .. _ -144.4. +144.4 , 1 1 - 19S• 1$ +41.71 -41-7I -F72.2) — 72 -21 -t o 2.6.5 --1031..61 — So • 78 1 1 1 I 1 1 i 1 i 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92828 -3428 • (714) 841 -8777 ', ■ 1 illi Waie g Aieeittag, ate. I _- CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT[ BY DATE roe P40. of 1 [SHEET Cade 3 10 A ��v Y1� J_ Q G r D E L. Loud w t� 4•S F • C • M. _ !44.4 A C _. E l 4e Q f,c. c e) . cJ .Dc .DE E-.D O -Std p - sa o -SD 0-...co o- Sd d- so 1 ., 7 -444.4 I- /44-4 -144.4 +►4.4.4 1 +So - 78 - 1 - 402 bS - 02-6s - + 72 • ZI . - 4-4 s- 71 i - 41.7 -I- 15'5 • I&r I 1 !• j 1 ! i I. y { I j 1 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92828 -3428 • (714) 841 -8777 i 1 HI 1 l ?A g Pd ate. 1 111111111. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEY'S° I SWJECT rev 1 OAT; NO. JHftY C 4 I 1 1 il if I( i if j( . V if if ) 1 r( ,- 6 G P E t ' 1 -.)'. f' 4 . __• , _ . f ,► , 030 * • 5D p S'b 0,... 0 - o. so pp ' - _1 : �1 4� . _ —1 4-4.4 + 14 � ;_ * -t4 4 + /44.4 F 44 -4 4. 4 - _ . a ' —01.9a-1169.5.o — 169.80 t -5-4.14 - 54.14 +46 •tt i -46• R +192 .9 2 1 . 1 • _.. _ ., ,a_■.._■. _. _ - __ . , illa ?e�eat Jse c. 1 MN= CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING 1 SUBJECT 1 814U7 7 OF &4e E ......".. I , A._ 8 G E ( E 1., .., _ .. _.... C E. . O -st °- v 0 -ro O -so o -sc7 0-So 1 /444 +144+ -J0 . - -44. + /4 . 1 , . 1 1 1 - /$D•SO +72. -72 -1 `j -36.10 +36•to +72 -/1 -72. 19 - 1-►80•s , I I ! i 1) I ' , 111 1 , 3170 REDHILL AVENUE • COSTA MESA. CALIFORNIA 92626-3428 • (714) 641 4777 i , E l xteg 204e4.60t, ate. , 1 LAND PLANNING • LAND SURVEYING - \ I MULCT By DAT1 100 NO MET gr OF atilt .6 ,-__- 1111111111 1 . ,..- I 1 ( . . . . , . . , . , 1 -- • - 1 . 4 . 0-rt' - c .7) . ca -SD 0%k o-Te■ 0-3.10 I 1 .- . . : . 4-- :—.144.:4c■ ' 4144;40----*-47:40 I 1 • -i-3 6. lo +72.21 -7.2-21 4-ifio.s* —(2 .so 4-72-2-1 -72.2.1 ' - 34 • / o 1 1 1 1 / 1 , I i ) I t 1 I I . : , ! 1 1 1 I ?A g A veeittaitt R ota imi 1 1 ML ENGINEERING • LAND PLANNING • LAND SURVEYING I SUBJECT BV DATE NO. SHEET OF c 7 � 1 1ios f A v V v ,' T 6 c. . D E - _c .. E. 1 1 .p $ f , ... Vic. c P, CiP PC , DE iV j) p -so .V) 0-lb D -s o - .Sc, o-io - ILA!}: 4 144 -17 -.72.2 —72.2 —72.2 -y- 36.1 —36 4-36.1 - 36 -I —18 — 18.-or +48•or +12-or -1g.0N -- 8.01 1 —9. +9.02 — 9 -OZ +4.02 — 9.02 . Si r • - 4. l -t.-4,s f +4 •S) —4,r1 —4.r/ ' _-2.z& - x-2.26 ( — -t-2• 26 ._2. Z(, 1 -1. 13 —I. 1 3 +I- t3 1-1• 1 3 — I. 13 —1.13 � _ . zS - 23 6 9 -t -23 + 9s•23 -9s •99 -}. 9 - g9 1- 85.89 — 47.3 g —II , I 1 . 1 _, .,,_ ___ _ - - . -- -- I I In h g 20460fAtet, Rite. 1 CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING . • SUBJECT I BV I DATE I JOB NO. I SHEET 1 OF II Spo n 48 ca-dt. ca-d (® 421 1 - .351• 3S -30 —14S 18 54-6- 41' 7r- . 1 —54b- 47 343.01 . X93 -0? A- Q f,•.1 Torsi so- cis t4.s it --- __ 15 6 7Z---- 1 = II 5- p.p.I- Is►• trl•sC ( - 1Sl -5 d '1 41-7-2)-,__ (4:46-4 - 393 -01) . x .22 7-a . Q 11.6. ► de Li „ = i ns c ,,. r,•c t s, et.-;. E J".. L rs 3 f s F= I 9.38: ig.s 143-74: �ci.3 8' _ J 43 • 74,- 4, * Js- 4r - 17-6..: -x 1v •�2- = 134 k 'c ..32_ E 1,04,,,.., m,... -f-.ur 8 M . I S` 9.3 $' '410 •31 — /s 4 S' - �(6 -3�� z 5 - 4 6. 4 g- 2. 275' ---C 1 e - �ict.x.� JYw►h. -tn. (3 . CO 4� �i-8 'k n s6 1 mrm,t,►..f 4 ve = (174 - o • /e) x2-7'6 10 �� �" = 2 4 8' fi' v :ca' u► F� ; t ; nr. a' 9rn 0 A = (5-47 _ 0-/0" - it 7 ) 1c 159 -,38" X — 15-Ar - — 546.4 -r : o o, r5 3s e t lis -1.)s-4f • 6 Frow' `l4 x = 16-21 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641-8777 , II 1 . , 1 h g 2alep,i4f,44t, ate. I ,..... CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY I DATE I JOB NO. I SHEET to OF 1 1\10X.1 MIA rn 14 e t cc (6 ' E C_a.114 0 1 0 i--------"---- 4.69... /O E -35 1.3° A- _ _131.9t E Mal;trunn ?V Momork 2 $2.1 'k, I sS pa n " B (2 ..a. 14-e-5 - invviv1/4 .1.1 461 1 VI ax.4 -4-- AA 10 orN .--\ ' M 0 1 .. _ . . E j i - ' 72- /9 _ ft1111111111111111111111V 4-3.576.-4607 - 423-4/ ,4111111 +3is 47 B / X 7- / 0 ) 7, I Max. PnonvAvr Pe. E ibm„„m„......... ii .. . - ig-cAm-4( 1 15 F IS It 24- = ll 1-9ft I-- I ICI' o >'■ 10- 1'1 - kr--.4.S*. b-17) - 423-4q, - 7 - - - i 1 „Da....4 I (kr 0 o 0 ay.; hv.Arn Wei P rre-vdt ? C 1 __------ , -35 lgo---r , 1 hi ; - i -4_ w4AwN . -423- 3 , MorAt•-r 0 ‘ C- :..- S - 3 2- I too PY`etNr *P.479 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626-3428 • (714) 641-8777 , 1 1 i ?it g 2oiee0e4,4t, ate. 1 mi.. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING • SUBJECT 1 BY I DATE I bB NO. I SHEET 11 OF a l2/S; • • Mern A5 curd E Divop^ -FAA m o mmntf : 24< 1 -- .Pis: 9'" Mom'@ A = 492 I k- . 1 .›,mS,' _try Mo rna.dr- e = 4 6 3 1 k. Ckeat- liv P+,nax . .22#, a, 22- 1 1 , d = 22_2 9 - 1 —I , 1 M _ 102_1x 12- -8 1 , / O : 0 - /yam _ w - 22 63 0 bd 2 eft 0.9 x 22x(19.sfn pp P= d- oIg')GTn..M. 0.0211 chick � � - n �v i � �,..,, u _ o . 21 ' 'k � A ��� 6.,.., �.► of III met j L S • 1 vI,'n . N . CD t 6 1 cai►CO C N/1 r , N el _ Mo l -min 6) 6 . 1 A16,4 : #'3.51-30 111 Bc - _ 2343 . 72 . 244 1 t 1 C I; , B. m. < / R.Qrathl 1 41a H; ss ' I vACk Load. H20, E. t^. P : 37 psf C,EF' GAc FcD 2 -7$) Morv4 CO Y: 2 - T 4 - 0 f t . Nil am:en l CCcu A €. F_P et 62 -4 — 62.4 ,/ (s.s _ 1.73 1 � 6 1 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 w 1 1 ) 1 / / 1 ®� glee . _- CIVIL ENGINEERING "• LAND PLANNING • LAND SURVEYING SUBJECT I BY I DATE I JOB NO. I SHEET 12 OF Tor,.lonad Mom.s?rv( cl`" Face ° l Allot - , - )2- x 2 A 4 eel a 36 71,, at. 14o+rv2,4- . 61-2 ik - 7 ,..1 To r/S"071 Clac I 1 E / k FOY %ui W 2, x = 22 " , y 22 " , IL A A ctie ii: x = 12, y = 3 x12 � N _ 1 c' as,. p.Sx/Q [L223e22 - }- (12)x3xI L ..7 i _ 3s- 4 6'k . 22 10 ) 6/ - >35.41 i t. 1 T - T 4 " Ts , T _ 6 c .-- ; L.'—i,2. 5 ._ —3s -46 = 2s -74'k Ts m4x 1 . 4 4 T c Ac I I 1. 6. 9. 4 n if d 22 - 2 �i 'Q S " MG1X tMum A v 4.ce = 134 -27 lc Cev Cvi r; - J Dw 1 61.2 Ik N v 2_ - { vv . : I34 -AI k . � -f �2 - C � Tu �z I ACZ /1'3' 4 V C+ =___- �` -°�-- 2 x 22' 1 . Ct -0.0 d Ig -S Z x2y � C 2 2 +V2) �c3x1 1 vc :_-. 2 ,F. b o 0 ,,, 2_2 ,e ig.r 61.2 12 � ► � \ iI-/- e2•SK•027A 13 4-21, - 5 0- G11 A—. 3170 REDHILL AVENUE • COS TAMESA, CALIFORNIA 92626 - 3428 • (714) 641 -8777 ■ i irk hi,,,tto g 26 84e. 1 ..... CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING • SUBJECT I BY 1 DATE I JOB NO I SHEET /3 OF A kl - = v7, - Vc g — 50- 9� d './ lg -S x 60 1 = o- oqi.S I 10 y4 eya Ca. e,' t, 1 Cnv.t , . , A c 0 , g I % _ `� � Z x� � X � / _ lam, gz 2 j J (°-:"4-1LA Ci- To ) 2- E _ 0. g o o r , c Is,S32 x I . 2 f - 0. 4 A 132.03 • " I2,�(/6S0 L 0. 027 x 6' 1. 2X12 2 3.12 » k. 2 2 - n Z Ir s — 1 XI = — sue = y 1.1- 69 # _ _ 1 At ) , _ 7 - , 1 x) yi -e X, 1 61-2 -- 2& o/ D - 66 f o 33 (Y ) -12- 1 xl 0.9.3x0.69)01.69x60 oe, - p• 00 �; p v � , h .,sz w.,v- -- v ._,,..,•v.cam 1 _ + 2 A (" _ Q- oils. 1 o o157 A 4 ti ' 2 ' 0,J 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 in ?,41 g 6/e.e.i4e40.41., 1 . CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING - ] , 1 SUBJECT I BY I DATE I JOB NO. I SHEET i 4. OF --C/ C.. '11 C#4 (1\f ' ....:_____ I 4 ko Ar■ a, # 4 CP 4" C( irkdb ei-Vie-e c-e•er-44 4ff'‘'V14 1 frts" ) . C:ilit.X.:. 0. 10 b t>5 1") SI) I>k■ .. Vox 2-2- .;_ (-t a 1-,..,1 4,,l-c.,,,y., 1 4t ( li ' vi ) KT It-4- _ C it-2 /1) 1 1 Pao Arict4 2- 4 g g 0 ak AA-I dillit 4 Ir. I Att'vv.e IP Afe n . Ne--, . xvor IA_ = 32.7. 1 3:v24p., Ne „, filevywnt---........, 2fr ' ic,-- N4LA Zirx ( 6J/2.70 1 0 4 ›t . 2,,,,, e ( - )q, r), A ere° - 0-9,t22*65.,S); 4 / f7-. 0.0091, i!,. , 3.4%." A .'".., 1 FL4A 2 - /1 t3�' 2.* 6 I:L.1,r%.* a sof, Ay- 2, I lkw. Mai . Inorp,24 =.. 461' 4 . A V Plie c ,1 NA-es ktornst-k 4 .412 I )L -- - /14 0•243 P 7-' °- ° 1 51 / ) "1 . A-5t- -; P vc , An'tit-Q-0 c i , 3 - ga E „rye_ v rtart-t vinAnot 7-,-._ 1 1 *, , 4.t4100... Rivt;,- A; 61.-e ,4T ist,pfror \ 1) a-- 3.51+3 -.. 6. a >,, 6- 147 A ' 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626-3428 • (714) 641-8777 1 I . g ~MX, Me. in _. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING 1 SUBJECT I BV I DATE I JOB NO. I SHEET / r OF F .---------- 1 E b___Of_-___z _ 3sr- 3o E . 3271 351430 = IS -34 x9-13 ts.4S 3 i2 I _ 3i9 t tsl• 3 Vs : /49.k. ,2n p r .�- o .3 Si 1 lc A r et. +art 1be+o�ro*/) _ Tl►� , � r& .vi 7 '� B �/� it6"^ / ` ?wf' J 2-- g ►3"v &N I - Stain -- 1 t�!orrm.rt' 0 g 1 � n 4 , _ _.__ _ o- i j" w -- -2 /'- 0-0/47. /`" 4.a/ 4 7" is: o -49 ,I 2 '4 (rg -s)4 r ( Z;1 jc•7S ,. 3- Sf/K,w) . C,.. h„, /),ti_.( Av.... > 2.7/ - 1 Peb AP CG 3 — m '4, c ,/,,, Ii of, �' '„ 1 ��M 1- C 1 M G X I mt, M -J- kit ( o ;fla 7 r t< . 4,6 ! ",, >3 g, f . O -O fD�►` fir= •'S� 12 O- tq 3 w - 0 - /g', P 4 0 .9 2-2 ›( - r) , �tiaM /3 te..l 7, 0 .79 - c•s3 7 •S'L�•‘-: ( 1 `-., ca K. 1 I , 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 6/...4t, ii,. i ..... CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BV I DATE 110B NO. I SHEET 1 6 OF jj Ste , . @ CV; fiC..2-r &cfr'mr• 1 31 1 /C- ( VC 1 7,, Ty 4 i or c-t re ,-..1 s I. 2* 1 Pv- oAri ct-t. ff 4. /i 1, Cf - - c.-et�t F,• t. v t y,,Q ..L ' � ^r 1 �,q�pET I /RL _Des I G Morro k = 4.o'/<, hi = I.7 ,e .4.0 T. 6. e 1/ a" d :: /2'= 3 : 9'' 1 r2x1o00 6• Pw. ;r y ... 0 -0033 (1 ,K 4 eE� 12- � C9) -f A. : O- 3s6 A43.(: 1 Ll.4 -< 4# 4 0 g et e _/ e - V' v 1 ' c,a / a 1... ,4 d a& k eAtd /Ve t Wi-c * 4 C? If elr 6/a„ F.- ca( g4 ` cb—i k akor, ,4,V'• 1 UM si 4 0 l e c 441,44. (1- Jam' R v. 1 IA) , °T 7 Pk1 AN CHAN eL. 1 Boy /S' 2e 4 -- 4)/4 III C1 , 07,es.ety . - 7.6 a (Y'G)L mu rY■ /1 h-. Ar i ` 9°_ /4 - 333 (,L .7 4,‘.,.,. _ "4 + 12 C- # 10 _ /4-94 I tik �� - 4f ,A X 9q = I5 Co6 19 1 8 r( x 1e BRam rs-o 0-338 _ e." e ,,,,,,,, ,. li.,..ft--,, 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 , I 0/e60e49 Me CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING 1 SUBJECT I BV I DATE I JOB NO. I SHEET/ OF E' 40 i f . /6,J = (7- 62 — 6 - /) x 1.3_-_ ,, 4 0 = I - S /t/7 Is- 12. 2.4 .SOi1 lock01 S 7 62 x /4a X C7�3 9 +� .t /2/ _ i .D. L . g Loh _ i d ',� >x 8.. c,•.... Is - 1 4 ' /4 91- ti J Ca -1 L . 1 W = 7 6 2 ,< !a ,. /5c 3- az x �1.1Sa J - s2 K Fac roves ..9 _L = 1 -s x (o- 339 1 -so -+ 1•�2) 5- 04'&.. 1 Lr;a - c wc._of j f4 7 -62 ' (1 -1sm 7 62) ' . 13- 33 A N ev1 bt-l ki-< -e. , / 13-33 ,,2 1 3.3 / z / v 231- 4y. 41- . Ht .2 3/- a 1 is -4. F-0(.‘, d ,P nn( M o h-. ....72>.. r•..,c r �a.p( I'1� r 4.-)k t ' 5 - o 4 � 4) 96 - 27 /,& i 1 2 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 111 ?I/4e s 2alee09,9,4t, ate. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING 1 SUBJECT I BV I DATE I JOB NO. I SHEET F Non P cLLo jfp16 'IN . MO/NEryT CAL CULAT,0NS ►-#A VE GEE/4 0 I3iAINE.9 ,US /tl rlxE.p ENS flACM9E'/ne` RAT PACT° 12 . -CAse A B A c C B CD t DC DE �� { -96-27 96.27 -91.27 +g`- 27 -96 ; + -96.27 -96 -77 + % -27 2 - 3 -S2 -g9 - 2.89 t --54b I + 7 - -7 -// -3 - s2 3 .- -S2 1 1/ -7 /1 +5 - S - eso t2 - g-9 - - e9 - f- -S2 4 -9= +li•76 -ll >76 3 .7's —3 -Yr 3 -2y -3-24 +13.36 S -12. 50 (So -s ao - 2 •Co +2 -so +S — s• 6 o — l 2 - S o 6 + .?so c. C50 t ►.2 • S _0.. +sue _s.an 1 ' 7 F. E. lapv ke PEINy Ye- I (V 6. 3S 1 - r & W-L;L11 'PQr - I me, .: 1). L_ 96 - 2 - 7 � 1 e kJ) i o _ 0 - 274 0- LA-4-r -- cap 1 r . k/ < 64 E . L i 6.P v cj 1 (NY X - ► ry G I+ , L 144. 4 I PON. W. L,hov; PRrwy I 6� L -L = lot b 0693 1 1 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 • 1 1 a 1, 1 1 ? / /e t e r g 2#914P:A4f144t, ate. 1 _. CIVIL ENGINEERING • . LAND PLANNING • LAND SURVEYING 1 I SUBJECT BY I DATE I JOB NO. I SHEET 14, OF cf _ A_ Cra.sc d 4-0 3.? 96. 47 ' I - ..4 II k ,‘,._____. 1 4_ Arr teo riNtnyt dose k cov0 ----- A - z `� = Fem_ ± 1 d J S 6 tt/¢t S. S, m = 1 60 - 4S — 104 : 5 6- 4s- L J 4 . f � c c fi rer _ 4 3 4 . . . .-. ?ill = 96 •.2.7 4- /3 s Z.:. /0 ' 7''}_ !t__. ( N- 4 1-) 'i a rrm v., N4, . 6 cwst (/) +Q N,e.9 . Nlo rrJ i = 16 - 2- 7 1- / I.76 - /o8 - 03- r(e S Bc u m.c -ern I Are M o rev/F.1 .F© 1'A? Via) 13- 77 i 6 , — ......--- -r,Ut tr om - ,. 43.31 x7 $6 -- S s7 . x (7.84) 2. _ m.27 -z' �' I 7 -p / / 42 -31 'g2 � r O' 9Z t O - / 7 _. 43- 3 1.4 Nos x : 1 - 4 1V/A -irru r Nl9 Ael U ty.4..A 0 r C ' rn s. r_ .C� c‘ - . 1. : , .. 1 -r ; 4S Off_ Ir.S,t ., i2 C f t 96 •z7 _ 37 76;'/ 4- I2 -' 1 ') ...--r--7-__ 1 "'el. mco-A2-A- - /og_77 f, I ..._—__. , 1 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 i in hi,,,er g 2ofeeostait, ate. I ,I. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING 1 SUBJECT I BY I DATE I JOB NO. I SHEET O OF Ca nr4st ' 8_Al, 4` PA; h1 1 / -Lc ,» 4 _ c - . t . P > 37 hSt . Momo nit- X z 0 Pvcrf F,' S- 7S,, kry : 7 d E 62- 4, c7 2 ) 3 7g 1 TO t. /,s,' .Q rna/rut-, J , 7. q 1,E;11 _ s - o s' I mo. F c fav f /} i an0 M 5 ...off.* : /- 7 x SS . or _ /00 - 35 ',t T-t, 1 Z 2 2 )(2-y = (19) ,4IP + 02) , t 3 � -y N 11,0 /,en 1 1 7, = 24-6q IK ii - T : Te 4 Ts 4- [ iff " >1 T loo - _ - 2 7 T s - 4 . 6 � G 4 f JA I I. 6.9.4. 1 `ll axe 1^^ S . F . e' Cv t, . L.a„f A,. € f , w. 1 \ 37.76 ice, b ,.,____ 18 (a - s Ve 2 J 'C'Cie 1 6w d of > Is -r JI 1 = M C� ; 1).,...4 1).,...4 � 4 cf ti � 2 y I C� : 0 -0253 2 2c J4513°7 7 • la '' 1.-s:-- -) 1 i t d --s3 �oo.9x Iz2 1 I 3 7 -76 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 rrr.rrnrri■r 1 1 all ?la, g Ole,601,4941_, ate. I .1. CIVIL ENGINEERING • LAND PLANNING • • LAND SURVEYING SUBJECT I BY I DATE I JOB NO. SHEET OF • ' E ■42.'- _ uh —V c G� — /S •'r --- _ = , - = 0 • o 2 9 f A- J. rp, 1 . T oy 41' ona CA14. e. 4 1 CAnt v `T p- 8 1 cc / -x o -e li er !--- ►1,016 1 __ 1 \/ i f , p. s� Vc� l a . 4 37-74: C 4-(10-02.1x160:39 r(J2) 42.43 %A. " X l 19 _ 2 — l s " - 6 / :-- /6 At / r _ ' C 0 1 /S oe x r y/ •-f- / 1 (ex) 3` — 42 -4 3 0.gr 1 O - , , , 3 f t7. 65,0 1r -65 7( 60 ,. 0. OO- 2 1 To f ai 1°s! < f., rcehc.x irvAit t.(2r _ Au- + 2 A F _ 0 . 2 ,5 t .s: AI . A 4 t- 51)s-2. ", 2 1 =4 034 ;_ f _-- -- 0- 0 5 3 3 > ©- 0 35", 1 `04 fi 4e 7 ) r ' c e tw 1 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 • / in ?lea, g oyeei409,4t, 9&ec I .1. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING • SUBJECT 1 BV I DATE I JOB NO. I SHEET 22_ OF At ,,7, C E _;_ A 0.0052_1,2 }- 05- 69,'2) E = 0- .33/si. 1;-, E py csv d_, 2_ s 134., c 14 011,4- 1 / a w. . , 1 7 ... 1\014 w. 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I SHEET OF 1 A-SE z" 2p4p 4 C/ ANNEL > 1 D, °_L 1\10R1 E- 4- C OA-N7 EL X- — 1 N 6 1 box 420 4- /2- , c 12_ S k-LL)-i ay.54 0 7).e_e Ner.(3` >� Cl...r..a,t': 16 - 0 1 '-- 17 " )4 l S - r ■ a Skew ear ÷e e`- C - Be-- 4 ¢ L're 4 th >^ r../'( 24-3o ' )4, 4-4.' 24 .24 4J, aA - 24'_ 3n'_ 4 I t Span del ( -... )2- 9Z . /4.20 , E e_ . -2 E LW 1e � It 8 2_ wl f 2-91. m2,2_64 .Q c4 Qoakvf g Parr 0- 33 P ,t/ri-1- e e 1 s -P - 1 E S 8I . (11 ::. 1) „ 1 /40 - = (Og fr T6i, In 13Qa 1 b ; Q L o.c ( �"�h � S c a, - S - 9-i x i.4. o x ( _ 11) Sol 0 . 2 _ i 1 J L 41-F__-_115 _1 ) ,1g 1 0 ,r Iso Z .0 12 D_ L _ 1 ra 3. L (• 7`( 0-338 + 1.o 8 +I- 18t- 18fi1 - 6 -04 /k • 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 j 1 I I 1 h g O Rte I A MEM CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY I DATE I JOB NO. I SHEET .24 OF 1 2 -1‘ tit 143 C-et 1 oW• di a 4 - ' ( CC Art V ) . Ii) 1 (4 t 1) i4 1'v : &LA.L.4 Av.e_c :.- - 03.A.2. +4) ,, 4 0 3,0._ 7 E z 2)i/IL,' 4,,L Z. .1/4,1 , 3 - - 0 - 3 P - P-r--- -.-- A • a ..- e cfov'dJ Zo4d :- 2....s: -13 1 0- 83 r At 4tp. Z 7... / 4 30 i .. rt xrLd tr4 1 - D e- C 1 - 0 1 i_ 0 c. „ , v ( rE NI ....- _WIZ 6- 04 , c (Lif- 2 - ) , t /. 4 fk E .152- 2 . Lb c.4.4 1 2.. E . • r tY) ....Dc .1....,, P-4,'0 -._ /of -49 ,, D- 2 g a'3 3S P—Sx I F E t•ei L . L . P-JY0 ._ 1 3 9S 9C- 27 7- 0 • • o166. 1 I i 1 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626-3428 • (714) 641-8777 1 1 I ) i h I W111111111111111 CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT lay I DATE I j°1"4.3. I SHEET i No7f — TNI; foLLo 11NU Nlv{FL. MOMENT CAL CUL-4710Ni HAVE GEEN 0 11TAINE.9 1 gy PIULrirt_y y WTN P1xtp CND 11A0ftielvf Rom() fPCToR. Y 1 • CASE AP eA ec c 4 CD Dc DE Ell) } i 40/ -49 -f- /01-41 - /o!- 41 +IDI- 49 -1D1-41 3-1o1.47 - It4.44 +1Ol -47 1 2 -18 -1 1 +4.03 -4.03 -+6 -9$ - 6 - 49 -9 —9 -�12 1 { i 2 �"9' 3 I -4_'f1 . .-f-9-92 —9-12 r:6 -9R -- - 9$ -1- -4 -o3 '4- 1g -Ss" I 4 -12. 7r - x-16 -4 - I6 40 +'5"• �3 -% -23 , s \ j -r z - 4 -s� - ( -Ig -b4 5 -17 -44 +6 -97 - 6 -97 - 3 -49 t 4'f -}- 4 -97 - 4 - t17 -4� 6 -1 -3.444 +6 -g7 - 6 -`37: - 17 -44- - 17 .4 + 6- 67 -6: ,+3. : -'4'. • E 7 ' . 1 1 1 i I A 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92828 -3428 • (714) 841 -8777 , I , I , In Aiet g Oie,604f.44t, 9 tc. , 1 . CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING 1 • SUBJECT I BY I DATE 1)08 NO. SHEET 26 h AB c 0 -t.-1(:) 101.4`1 to( -41 `"J ($ . 8T 4 o3 .. 12-0-34 /oS S2 7 ,Uf M orNint C Cc24,J • _ _ 27 r P e a . /" ~> '- J`—..t( nY_- IN^. 1, - , t � - 71 � 1t c i t L II . 1- e /G Max. Ate-J3 1\ rrQ (7. f-- - 12a- 34 1 N I `�10 �0 c 6' 10 /• 41 -F 16 - 4 o = 117- *5 a ,,pa n Tic Max.; Yrit. »` "} .Arc p!'10 r rn +6 J 1p1 -49 tot- 4 3 - k4 -- -:—.. A 4 411 c - - - - • 1 -} ;UC 14 o rri e-4 . ..-9. Z X i4 - 2 - x ::- 41•S - 2 >17.21 A.-- 6• g7� q.„2,1.) — ►08 -44. f ----77:2-1- - ---- C ---------( f. 2 _ 4 - •74 1 = r 4B -rte 74 , 4-9.5 7 o.a / 2 .s 4 a c • �� a X�r rr-t� rr► N ' S _ C 1 � 101.4 .9 S F - 41 -SL- 6•g7". rr-L 1 1 N.65 , m 0 ,Y.a., 119 - 3 1) i 1 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 III I irk Walt s ate. ' CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY I DATE I JOB NO. I SHEE 2 7 OF 1 1 - Ca n f ► 4g 4jf,, N.. M .--,., Pei-4a I PN 1‘ j4 i LI . - , 1 N( = 4. Ilk . I 3 G Ov/S'oral M I D , f _ 4- P /4. = 3 4 - 6Q ► k_, 1 2- - _ � c r a cd - 7 - 0 1 , 4 0 h o � P 1 o r = (- 7 X 3 4 - o P - 57- 64 i : Ti, . . 1 2 j 4000 x l8 X 1s C 1w d . I Vc _ .)e + (2 - »0 .0233X 57.94nI2 43 = 0 -02s3 2 4.67 , . 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I SHEET 2r OF 1 1 To tJ Ne m rt (h f ryce n► j yR-qu,; v'Va - H_ + 2 _ 0 .02_79+ - 00 4.6 1 A /s ._ 0 -03 25 E pv 0 ,tri c1,2_ # 4 CD 7 4 " Alb i_099 crud E 41 i LoCrKiw ( 4 _ # S 1-t-c � i - Ac s �>,o ode 2 � � � �' E........_. �.. - to §1 - _ - Nan4 noh Mom` Ng 1 120 -34 )r12 x'diPV=T - o 92e w , ; 0•o 11 1 0 -1 ) , >f ( 1r - r ) 4 p ; 0 -00.6 111 _ ezt A sM . 4 d 11/.4.‘ Pw Ml dal 1 76 41.1P: 1 F_ A ►,‘./ 1 t/ 4- - 4- g.N , =;# 1 1 1 E 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 - 1 he i leco IIIIMIIIIIJ CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING 1 SUBJECT I BY I DATE I JOB NO. I SHEET 2 � OF 1 PO .q /4 2 & _.Da4 i9, 6 � � 1 d24, ,E. /Icit A CA‹ E { # 4 cp i c.,i . Vev ' cal 4 v•o c[.c... A app., A' ct( 1 ut_4..< -ft 4 co 1 < 9' , cA. ki g ,..74 • 1 1 1 . 1 i 1 1 1 I III 1 . , . 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 I in h g O Rit. I MEW CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT BY ∎I E N/C 1. N I DAT JOB NO. 1 SHEET ) OF I e I 1 SAN SEVAINE / TI WANDA CH/ -NNEL II CHA-N►uE W ALL A -t.th DIVIDER I"IAL L 1)ES 1 S PFC.► F►c Prr IONS C nN C t2Z7E f - 4 000 p. A- i ) STEEL -p _ 6o, coo p- ,o_ i kETA,N1N6 scot_ I 120 0 _ 33 {' cf 1 NA•Tu RA L Solt- cl) 7 33/ Y = 120 1:.e 4 1 N0. NE6ATIV@ So /L PRET-COP I R.!<F: I) A c r 3/8- 83 2) 2. A. F. c. D, STa(CTU PAL fr 1uAL 3) U 6 C 631 ' 4) STtEL p /PE DE AN_D /NSrA LLAT/oN - AW W A s-) vp Flt' cLA y P/Pe A3kho Book I 6) FOONDATIon ANAL yJ/1' Also 1DESl6N, 3Q PH E. Bo■ LES 7) /2E 1N Fokq'D Con/C /2ETE DES /G N ►3 y wani6 AND S/9 I 1 g) Pc A NoTFS P0/ ACT 3/9 II 1 t 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626-3428 • • (714) 641 -8777 1 1 • 1 CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY vE N+c! - N I DATE 1108 NO. 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Ptt-sYuQ� t _ _ 67.4 - 3 7Lg� locat or �1 a n t 4) eV" Pv A b E xC = 4- s y ECcoinK, G' _ L _ X _ 13-03 -4.53 Ili Z - 72 - - - L � i t -99• �. 6 Ct 6Sca C1 + 1 9�. 6 r�1 = 13,03 I3 -off 1 g _ g 7 1 unit) _ 6 I) (i -- -G ) j3 1 3 - a 3 1 I lg 9,,,',. 1 CHICK 1 /MS Si /9 /N 6 PI-10R) 2 Apia A L - 70203 (CD )l T►O N 2) TRy �, s /,�E kp - ran (4 4 A.) :- 33, �: )2o r� 1 14,= 1- s i, p,, , I x2ACI0 4 _ cillv ,S 2•s' 2 1, n 12o'� (2- S� 'd .D - S Y 12 71 L6� 1 P _ h �" Coh2.4i m^ = 2 e 141 11 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA. 92626 -3428 • (714) 641 -8777 4 . in ?I/4e g 26iee,i4f,44t, ec CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING } SUBJECT I BY � � I DATE I JOB NO. I SHEET OF Co it.a4 or vin, tc 11x fPnl� /.lsi',Q =33 C- = 200 p.4- 4 Pip = 2 200 ,c 2S' \ -x-39 1g 4I L/> - rofc. p, /27/4-'84/ 3 U2 L1)4 ke. rrictiOn p_44; oteincc _ 2 14 t0 O r 5,, 0- 644 42 51 LbA cokeAroy, 24.4id %rcc. 0.67c) _ (� - 67-Lc 12.83' ( x 12•x3 Toth ' + d t a ,,c.0 40 Sa UG Crov c `5 1 eApirv1 fi 1,`cl; , _ i = l•, O -S D ��// 7o2o IfiG M'r _ 3 -2 C l r> �er� '� B -2S �p /L 12v (3 x 3.39 4 2 f-(2.151,4 3 -z� .- V _ 4S42 701 2.2.4;4t art, to S- ' ir, ai nAt- al o FGC S i • co " i - 7020 p is .De _ 3-,2s.--/ 7- 2.21 1 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 ? 26iesi49,44t, ate. 1 .. CIVIL ENGINEERING • • LAND PLANNING • LAND SURVEYING SUBJECT I BY VNI I DATE I JOB NO. I SHEET / OF c ,_ C0 - Ck Fob S Aff-1)12 c,4PAC I Ty 0 Tire TW',7 TOW l ' _ 12'' 14 _ 9 ,, E V = 0.9 x 2'c I / 4 ' "2- "9 = 1 1,6 t ki ham,, I'nrce en et to cy , , fi,' C.IV A,�- ._ ,'ti. 4 to ..0 E .0t.e.it, dovc., 0 cv,,,ft.c.‘ ! r ) .. C Z 2 10.75 v u_ = 1 -7)c 5.4z -= t o- O 6- - 13,911 3.11 ,/ 14.e v, c , 12_ tk ck►,.vka 14 o Jc E U/14 IVA (MX SJ`.`nil, Y A ,A., 1 64 4, ,vv, /J , '�- V C A., n nA CjAil (ND EeR t, lt- e.e. -o.0 .-1.-t L. c c y,,,,,,....4) 1 - E r p, .4o kke . an Vleft,, /;((,z 4 k 01 ktax 1 1?e. LooJ PIM NA c, MG NI T FP--0 67497 6sso — 4 „� ( - 1 - )_ 1 ' Ir 54,0 6 b o 6y 62.4,,►p•7r = 2 S //e._ . 1 i 2 ! b, €12; E , P21, s2o 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 hiaA° g 2oiee,09,44t, ate. I limump CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY I DATE 1 JOB NO. I SHEET 7 OF 1 u.Q/f chit PO yJ A ' : 12 1•s$_ 4-22,s = g_ 67 /6. 6) - l3 e:° _ -67 7- -2 -I5 =7-. 2-15 C L : 2.-17 & i_,..1:2L. raj ay C.) /341- ' AA r o A V r1 i i (..s. f f\fee�,� t on .it `/3' .) d PJncx - 6. 61 (1+ 2 .ISx 6 - c ,&_03 13.0: . / ,.. _ 2- 54 K A+ C neck -;1 1 _ E i P,�, , (6.6l ( 1 ` 2- 1s,e 4 /3.0I /2. -3 J E sk r 2 _„,. 4.,,,, v c,,,,t, c,/ ._ fr /,........ .._ 1/21 cdtbc.,ku, .D.J2A; g,., i \ley f c We tvz o rn.04 : 3 - 7_ R-7 / IC . C Cond ti ar 1, c t.., ., h..t .� } 1 Fa c t »�. •�J" , 37. al )el- ' - 64 - 3 9 Ik 01 a 1 Mu 64.3 8 7 ► 0-9-Q- I 7., 0. 17s8 w , o. 2031 P= o- 0►3s4 G P,.,><. A_Ir= I. 62s , • 1 4* - 4'/ 1/2_ If c/e < / 1,1 4 - MQ } (3 O cna c W c. f 14 7 IV 1 /¢ ►/ CS- 7Q Mo Na4 clw 2 l.aL ^_C 3 Pv /iSrl = f - 3 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 I in h s 2oice,449,44t, eC. , . . _ CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I By I DATE I JOB NO. I SHEET 8 _ OF Nei h1om = l • 36 f t S 1u, u c(,, L L ti „.aJ'_. ,t,, (to) l3 _ o . 4-1 1 L. t?) ETo ta S. F _ 3. 3 1 . -- E 3:::. .. l 1 . 33 O{. -, e • 3._ S' �is ar, c_. 4,_ J. \�"-;; .kk 1 x e •33 x -1 _ !O - 7, /L S' Lv 47.,u et..."_. - £ 62. ti kA -( , 1 6/. 4.< C/r . 3- 12 L. - l 4 II M kt x lS - 36 X I o-o-v-- _ . 1 7 1 _ o iot+ W .- 11 2,.. . P 0.00747. Ai i 1- ; O. 7.S/k:w. U/L; # 7 co '0 cic 0 Ai 1 omorvh C 7 1 K/ -_4am _ l tsp I. tdc.11 M o rrWin ; _ C-- r (S- le 3 MorYlo if aLU ity Lai' 1 (An L0-1 _ &•13 x 7 _ 0.4 ? /c. S. J. c L e L L .l.. = t- 9 S 'AJ:242le / ir ce ( Jf L. LA1' 1. e.....1 : 7 . g.i3 : 0-2 N s.r- - 2.1 = to - 33 1 4 ! -7x .6 - �7 --- -- Cl 7 3 3 (f b d 2- 0 -4 ,e4 y� P) r- 0.0613 � 1 \ w -> - 0 64 o i e ; 0- 0042-7, A-N)- .; 0 - 3 7S ( CJ 153” 0.6,c12- = 0 -4 7 37s �c L7 C� 6' 1�� � 1 -, 1 � J� P � t�J 4� h+ ; � - � -- ��� � k . 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 . : 1 I illi h g Ole6449,441,, Rite. 1 . CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY I DATE I JOB NO. I SHEET I OF 1 .2:V..4) e4 V e...i h , Ar C.' h'.4Afk <6( kJ t v a P,-„ u.,, ehk , p,..1-,, ,A,.. I . MD>n (0 1`- b6t1crn^ - 22•s t = 13 1 _ _ M 22- S -c f. `7 d - lo � C Ib 0 0. 9 x 4-10 (_ i ) Note : I - A r'n /. 7 i •vs } �.t si /.4 7. O 10 6 3 , w _ - 114 P= o - c' " 7 . 41 r .- 0 -9 12 U - 5 @ 4 "" c% Ages ti W Ar 4; d-e . S ' . F. ( 6 &stra,,- ^ 22 - _-,e CJ .. 2 . 53 4 z 1\10witkt Co 1 1 ocow\ 4 `, ci.i a-Qt . !VT ortv2i 4t, Y ct � ) - _ 9. , g 7-tt. .. e t). 6.1 6 - d' 67�, Mug g, $ ►- 7 � -(c dd 2 - 0-9 ' 4 x 1&.6 0.OSS7 / w : - aSBv, p_ o _Oo3 ��II 111 0•4o2 4.1 ir. til/ # s co 8 '' c (C h� a, (.,,.. tr,, />J`olc • i_ I�tn �Qan = t e " mome nA' o 7S o►�^ t- w - , A. 2- EsI Y t•7 ,, as)3 i .?�= I Ci•S' M" - D- 02 36,w. • O 2 4 Ot 4 2 $ 1 Gl 7 -S �, Olt v . 4 x 4 •+ (7•S) P: p= 0016 P"'"‘"..' D .Ootboozx a I -S3 0.4_( 5 1e 1/51`' o -3Ix IL_ p_ � -t 18 t,M• 0 - rte/ 1 .D.Q/ c 73o Hoy, .S,Qg2.13 cGo li 0 mac. /f,.0 o w --�F- 2 l . M ,,,1- d.i..,€ , ifry to"" 11 y : 2s3* (1 • ) = /4.6 'k- 1 ' J I Q...nl,r, - (as 7 - 2S3) X 10• >r x to 7 1 - - ,a . 8 lk ? -- "3 11 y 53 24 .42 /k- o . 0 2 / 4 I J.e_.t (ntsmn.w.A ; 3g. oy R : ° 7s P /04,4 35o4 . t•7 _---7------1-------- _ - O 2274. _ - 2:7/ , 00 ISa7 1 y -C d d o� 9 X 4,t ' �tao _ G P 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 f ?I/4e g 26iep,i4f,44t, ate. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING I „„„,,,,,. SUBJECT 1 1 r BY l DATE 1 JOB NO. I SHEET I O OF 1 1 (L1- # 8 C 4 J, C A- a 0 (•tam F �__ t r--tiz, ,.....,____,,,...„, 1 ,,,_,.,__,. 7- cSD i ;12-4.4- '1 6S-7 1:' 474 "< 7.9? . 4 x7.ao . 7.w ..-e 4� 3 4 E .. IS' • 36 " &. to L.. _ -12 “'"::.-4/-7 p, 1074 w _ o ►)Sy 1 r b d 1— p_g x xCg/'' P- - oo 77 i 11-%, -: o- g3 ng -c;, (Ilk. 41 BO 9 fr c--/c G. tl e m Feel , Mo MOM g_____±.1 Q r-____ 7 2- -OR 'e— teal 6z} E 2., = 62-1 -*C4--r) + (sa-1— 62-; od ,c 4 .g 2- l ,�-� * < CJ 03 ., c_ �C >3 dt-t,,,, A v j M orlw c./F 4,...., 1 L .L-(. z. (2 • r 541 2 •la) -<�25) 1 L ' E (/ IT)y. �.,...4) . 3.780 -_ Z r --, _ .._- T C�Ire'YNJ ia ff6h- 11-t'44.1 a' g o L,i,, 2 r > -- - - -_ 1 Top 4 f �� ' , 2 - 3 0 t , CLW nna R rr d C..rt4 it I � 2 . ( 2 -4ri 1; of 4te) 1 i_, Tom. -l'a (� pl_ 12 -3'i2— 6 i l-c.e.( Ci - 19 11J c--e v ,to m,.() (6), 4. x /s),c(10.7S) _ 2. 0 , (0.7r (0 - -/ r (46,4 A) 1 '':::1 • 3 ,„ 4 — • is 'lc, GLei < w....c me+..,.,k IS x I. - 21--.& J t . het - _ 25 S 056 - - 1130 P= �oa7S' E 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 ate. WNW CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY I DATE I JOB NO. I SHEET // OF 1 (2/14_ I' S co 5 C� ' - , o ,,..,0 / �u� � 1 , �J 1 E EA . E E 1 1 1 1) II 1 , 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626-3428 • (714) 641 -8777 , 1 1 Ili ?he g 26testelit, Rite. i . CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY \"\I 1 DATE I JOB NO. I SHEET 2 OF C1-1-AN NEL WA L r - o To is -op N _ .Q o o 0 hA el -f z 6o, oo o' *4Qo" #76) 18` 1› ft Se" PT. o Cu0.'*Atlme7.iT I . it . O r$ &8" 6 0 1 s7CD9n i, (A' M I - . , v cotes, cl■ 177 .1 t. E • .. N ' AI - #S(D to 1 t E Y y lrea cve ,. ,ry .5„..------ ? ' O / w • - . y. . c . I • r . #80g/1 / If v4�cr #8`O9 \ Af a C, J8" CURTI111.MCN \ /� N N ? � 2s 1 \ :r B C l8 r N # -7,.q • , PT. OF CL I/ .Ern 7- 4 . 1 / 1 /-25 1 /3'' /0- 7-s I� >- - - ___. ).,� --- .- - -_.._ _ ___._._- _- ___-- - -_.__ . -._ 1 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 ■ 1 . In ?riot, g • 2oieei4stait, Rite. 1 . CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY _ ` I DATE I JOB NO. I SHEET /3 OF 1 \I N C hann.J Wall /4: 7-'0 I ,, ,c 2.'0 CNA IOWEL EM PTY • 1.----14----* R CO l\l.D►T/O N i - -- -7 i 1-4- 20 - react k QUIVALE*iT FLUID 1'k£SS,Pt ¢ or �E F. P) ON EARTR SIDE of 1^114 E WALL. = 37 , 1A'r )4 j EARTI4 (9 uACE PD RCUS I a E . 1. . CON,brTioN Z . r- E E - P.P= 62.4h4 -I-J - o ON Epoi4 BIDE bF NALL , N0 ENO ogunrt. JerEs I ! 1 II i ., ,,,, 1 . a 1 ,< /.7.5" , a" i.ir , /.P0 Ica 4 P (oncC t cr 1 N -2O ivu<k, E' r. P. 37 p.{ff F LAc Lt.u.�,tzv. ;cyt4.4...d. s..,s M0 , F: 6-- I -. • I .pa..11-0g. Disr Ar C F i- eoM_R' n•tomehr 1700 irox8 X17 /I -M + e (9264 1 , 632 /5-o ' 7x1 ►l--po 4- 8 4 61`s _7 X50 Tz 24 36 /56A13 -g2- Z lb 9s L 1 49 SO 1.20x (,I•u�244 -x17 )1- .6o 4I- + n 1sy 5 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 I /111 h f?0 94e. _. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY I DATE I JOB NO. I SHEET irk OF I rAI?T HQvAJCE LATE 2 AL FoacES E V : Z I KC W (.1_13.c 2312 271 .0 T =1.0, L: 1.0 , p ens ;N d • /tF� 4$S CS ..--. . 14 MAY t2<tP - E z ai - ev../ kemc,,,t 4e, PEA214 12 40' : (x) WO Z ,z, (a_ NC /..,6,// MO »Wnk c ttc I 1 c ft,.a.(. Pee, 11TH = 7- Q `,�` Nek , 6 -s -t -1 -24 7 7.74 �. Net NrorrvJ 4S• 4- 7 0 0 = S2--gO ' E cond.:tic() 2 E . r . P : 6.2-4 f 4 4 Nc E C. r Pr s i,t,Wc k.t ).m a./ 2_ E S _ F .. 62-4 ,e( : 9 - 02 k , > 7. 6 2 2 14f, S. r. Cr:f Ai( if' on 62 - 4 07- -92 d- _1 E . r_ g'0 67 t:, r Si-:. e...-he..c... , k ,2 J71: E r L 1. 4 F-Gctar ) i.,,,,t, S.r s- 11 k- L /4.1 oK. = 2 . .7 12. 11 . , . ft' 3 /v 7 0 rnQA∎A - : 62.4 .. : S r- 1 1 /C G 5 2.86 J, /4 - 1, E 6 FA( f cy / S t a r r B- ,t..,,, = 9 _ ::- /. 7/ S' opt _ I Cluck- 4,./ N 21 I c, 1 of "Id C.. Pre-/ /4.,,, IA =. iocati„J.• c5 uf ranF ( or Pt) i/ A" _`q. - _S2 - _ 4.9 >e_ q1 , 1 -- - 7 -,-- 0-- — 4 ' 91 - - 1 I - e...( t 2 32-) q ( + 1.1'x4 6_) = 1 ■ 76 174 f ` maz - `13,9L /3.42— R = _ 4 _ ( — 1.9 7x4 _ g6. _jt II min z / ra g z IS- 9 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 4 / ' illi h g 20/009,49,4t, ate. 1 ,— CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT 1 BY I DATE I JOB NO. I SHEET ti OF 1 C Ck 1 P,t/0 Y «a r, f,J ' _. 9- 0 2 L ( Corot ,t , '01-1 2 ) - r - e_y ,Dep/ krad, : 2 -7s 1 /-I, - r ►a ep rt. 1 4.144 also -f f •0 P - 3.01-2r 3 .g 2.. Pp1 Are hya ,.� d.� ,. ,�O fi, c,t, i�r, _. pi, : k 9 cu v x C i p 1 4, v. P-0 x 1 A 3 •34 2bp 3 128 .. C 1 Co kezZ' or 2 N • qL 2x 2a'a'- 4. 337 1 - tiq 211-a 7 F,,;ut r'o De.61'67arc. : 7 lnt tow, 2-125- ISO A.17 qo 66 as ..5*...). ° 6[,q .425 150 > An '` 2436 f5o x 8.12A Co 6�,'on VeA 1to..•u . O. 67 C ,c L A O P� !so x (1. 75+ 2.204.7 6? .2- 0• 6 -7 f 2ao'w 12 - pbb E .. Z 1 'Of- LA/3 /3 72-9 Tor I� • c�u ; 12 1996).• , 13 I.c2 F4 Ctd,, 9 c al,r we r = +-g-t _ _ , •L,N 9 02-o bg. 11 -r ) 1 ,Dept cj� , 2 - s ' 2 t � �+-- �- �,�3,�,r.�r 1 T tat dal, it : � l4 E. If ' ettott , d l ' =1 1 n tketo 1 = I�,►gaL� 1 Vnr• 0- . \Qonn � / 2n/ rc di 1 S I.c,. 1 & (v , 1; G,.E ( 4.,, r t; r,,,-, ,. (33 1 Lull i mate V •7s 76 t3 _ 12, g 3- I 9 L %4✓1 C� Wit 1 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626-3428 • (714) 641 -8777 i irk h g 26/004,44t, Rite. -- CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY I DATE I JOB NO. I SHEET 16 OF 1 C ha n rLd Pi,41 Co-nd, crr) 1 (No Ec„ Ik etiva4e c LA cFc A ' " c l;.�( -r Mev.aJ L.F. P. . 40 p,4 f or 1 tefr 4rd.e u/, ,te` Cad , Hai v 1 .. } �i/1rar.0 -Nary 13' M nY,.Q,,.. F 4 r-c - 1 'too IsvA. e 17 1 ��� -+ 4 39Z t" ` i 63S' ►so x �� ,(.1/2„ )•��+ 1 3 27 2426 tSO 13- 1Z".2- 1 49sS 4 O 8r0 120 x(J'-7s 1?S)x i7 I „� 3 Cr) 1 . 11 6 6 4 } 62 -4,, J'7x /M0 i -7r{ i -J 7+ 5- 5.-- 9gzs3 .--- . 2 20.53 •^ y; t zit„ 49-7 i . ® "e7 v r u m i - - ► . . e A P 4o p n f P4",-.. 4 0 st C/1) 3 2- 7s t t v • ■ p.....,0 -a44 4,,„„ Pe i d- ' Q • _ 04.4 - 32-7S - _ 4,41s; 1 2o ._. - e . 13�y _ 4.x+6 _ 2 -.6o' (� : 2 -3`9 z 1 PrAax .=.4 205.24- ( I 4- ._2_-___" ) 1 3 -q 2 13..92 3b63 Ih�+ir _ 1a y; — 2.6t --L / ( i 1 =--- I f f ( 1" att,, , -, ,, ' c = zdt /4 4 v.N P>rin = O . o 11.# ( f 7e let_,, ,,'' (0,41-„, ) S -Ct, i'1'�' . �Jn,c�ir',/y (j 6' - •”2..)K62.4.+. 17 — yi 242-° Y(1'1'0 - -aryl p 14 1 i 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 1111 hial s 2oiesi4t440t, ate. _- CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING s SUBJECT I BY V ' ! f" ` r I DATE I JOB NO. I SHEET 17 OF 1 .., s, pi et Vey f;ca.2 W at( M 0 71)- m C v, M e t , h (or) '1! c y, i 1 52 - 4 'k 1 Fa c r a „ .a( M 0 nvo..F = S2 • 9° 4 1- 7 : ca e3 . k I . _ 14 M of z- II a 0 -20¢6, W = - 2381D, P, O-015g7 c !tax 1 6-1r: 2.10 bi. w . 1 ... . Mr, Tn¢ n 12/ (from rep 2 c b +1r 4 - 'k. Cs.7t) ou, P +nom . s 12 . Mo,w2m t dux A t ,,..,, rt . & - 56� f 2, I3 1- 4T 6 / d ' .9. /4: N.ek Mo mvp& : 22.47 • I &... Mu_ 22.4 7 x 10 Pi r ago ,c 1.7 C 0. /243 (.A3 _ . )35o, P= 0 .00 9 , k tr. I - b M . c n . 6(114 # R CP q " % rtaav it 260/ p;d p . mompiAft. 0 8 av, - Wally I N I OmP hir by 8 .' 0 ((yew- ti, c1 G-ka- C.., M O ON. F- O W., k t w, c it . ' i 4 4 � e _ g- g t ( 3 - 7 c) 1 1■� h10Iiv nt : '1c 9 • C 3 . / _ �- ? s.5 3 I .7 S\-0_ov Bute = 2. 21c g. r_ AA., Peed. = (8? o.27 5. p. c G c.,,(� : 2 12 x7.8 2- ,e sr // Icy -8 Oi : 7s B2 Ku _ a i- 53 A /C7 1 h 04 0-9 ,- 41 ‘ C7.a I _ 0.... cy a , LA).. 0- o7-71"." P= a - OOS - I i Q- 0- 484 4,. • 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 illin hiatt° s 2oiee0f,440t, RitC. , . CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING • SUBJECT I BY 1 DATE I JOB NO. I SHEET � OF 1 I PVOMalta( AFcJ I? ' /r, C3x 7 = 23. 4 ���/ 6 Mn1 5, iky ter ) . 6 - -7 9 x 1 2- o- s27 } 0- 4 elf ` 1 bk �.e--d* _ 0 . 1 1=-¢.in c fisYcgmQ r.t illy Lateral P1 Ap >'44 on Wd, pcc 1 Moment e ft B tto,y) = 32 -7s I y. p= /4 " MLi ! 32.7r 20.7 w C/ --v3(-0) ) (31 - Its' 1 0 if / b d 2 t 6•9 x ,4 X ao z ©- 127S1, w = - 13 P= O -0093, Alt-_ 1 - 23M.i.. E u, # 6 4 4 C-tc f-o we e,. S. P_ old MomQrvfo 1 3 / I-0 wa-e -- .. 3 .__..._._. N/1 v rn¢,n 1 4 o u _ /4 - 6S- /,C = 12 - r II I hitt& CP d 9 -s1 /4. 6 x i. 4 )1. d 2 - 0.9 x 4- x (._ . sq) 2 - 1 : O. 071 w ; o- 07 p _ -0Osa _ hi,... _ O. 6/ / E:.. 1 pvoA1; 6 C ^ f i. 0-44 AIL ^ O. 6 6 '7 - 6► 4.4.;,-, GHQ # CO �` /C Alt- �✓a A i Ntf ° "' C 9' f-cf., / wc--" M o yruwo- 4 , ) r C 9 ) 3 , 4_ g f , It : , / • / g 4 4 d = e -ii" 1 • 26 x1.7 = t� U ` „ 0, 0343 � / 6 °j L- 0. c 4•J2 ( - O0310 Wes- 03S P- ©- 00 23 3 , l ' „ -;r: 1 - 33 x 6•an23� 0 ' Au-. 0 .3 / ( AO , , . 1 r' wo%Vio(A : O. 44" t 33/(ii u. 0 -3 0,. lep , 1 1 , , 1 a ' •3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 I La h g O 9$11e0 _- CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY V I v 'DATE I JOB NO. I SHEET /9 OF 1 .DP.2 i q 80tfpm SP b chG nn0 -e .errpt Co ma,' (rn 711 ---- ---- -- y _1 1 N/1o mPnt , Z ...., tty,�rn., &ca►.+�: 323,c01) , 0- s4 . a6 A-'42 r E = din - 37 -3) (f.o ,; 11 -0 k t3- ii ),) 3 _ 34 -4o 1 M,_ _ 5 3 _9 4- ,‘ I' 7 . : ©- 2/ 05 , w : -146i . cb -( e. 6 d z D -9 x 4 Cy) 1- P_ 0.01643, 4s1-. 2- /7 Al. f... 4f ? co 4 " €- /o ad Mow . E Mo nQfrJ � 7 .r +env. .7 Nro TAO -r.1 cl.c.« tet. ./41 ; C• PINAPV j l7 . .0 0,, E , 0,7t,_ qb, . /4 1---__ r'b - S t' 1 M f ' -4 Mami,...1 2 7.64 21. 614_' (. 7 0 = - II` P.0 -00773 cp qi b d Z o- 9 4 -� u1717---- - , 1 - '7 (, Mf a CE) 8 l/ c- /c p„ 1.,,,, , d o . � q ,, f z _ I 19 >' -o. 0:k . M 0'mo..A G S ' `{" yr a( s -o , M omar.t d.t�. t• Lem; ^' m (T .c G ,' 1 .7: 76 x CS 1 2 _ q _ 0- II( 0 �-- - 6 2 p1'( 1 IJl c,mart tv .°°(---€ L. = OM -78r ) x s ^1 1 4- 3 t 7� s 3- 2 3' �C - 1 f3 Q g 1 7 aet fno = l3_ 08 -'lam. O 9 4 x c!� J - - O- 0 S I Q , w : -0r3 , P. 0. 0019, /1'1r = o- 47 4, ,. L 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 I il h g 2oicei40,40t, ate. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY I DATE I JOB NO. I SHEET 20 OF OA..? -F{ 6 Co 16 ' -/c G.f Om—. E • C ita n nazi Rote Conic& E 1,1041f2,0)-- G-r U c w c_.C.Q , 2 67r( r -7s) Um) Yin !__ f �ccJ' ? W. ,q - I __4 ,�—_ E m o YYIc2 I- di,. L fv, , y4,..64v Losri �y I3 C6.1 --- 7 41 d i/ R � =.0 304,3 .2.6 71) . n f .,1.71 .t ,. 13 -g2 343 2 3 E 1.. , ,e) . fficoutl.fr T.: 444 ' r, e rev, d # g- &YA .c? +:3c)t •( 742) E , To/ /OI'c,z� 1 p . ,e. Ito- 11 M 67r1D Yv� d t., r /35�' V c,c c f CV = %y ? it ? 3 GS_gy_ K "To �62- l+o-17� ;71)2- ,, n kF t+ amps r = 1 -36- r le t4Lt' J mentors - 1-7 15- r _ 26 -'I 1 e p. 064 _ oy3 fill 26- ► � r- 0- -(3191 , w T. .430, h C lo. r9I P,. a-.-Ate- f3- -004 9 n o -s9 1 Lt' # 5 s 1' c /c_`° 76r (3 te 6 r . i re, p,.d LlA # 5 C /0' c/c ( J 4. I 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 11111 h i a oete° g Pote04$40,4, ham. UMW CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY ( I DATE 1 1 JOB NO. I SHEET OF N �I E C N AN NE L L.- M P7 / `° " � L E LOADING CoN,b//Tio,N 1 1-) -2o TRu c,_ _ -- -- _ _/-, F (Dui kaltz F-Lc( N E_•F. ►' DC WHEE C O N1� 1T1v �► 2 u - 20 C . F.P = 62 -4 1)A-F /1- E . o ro 1 I \ j 1 E . _..._ __ i f E .., .6, — -- —. —___ 5a' 1 l= I /2 " : q' so Ic s }� > ›-- I LOADING Cc rnuN .i. ' H -20 7 "R O c / c . , EP. P s 27, PAt / t , (' V aw L P . c F c p, S F„,, c.Ci., ,, .,.Q Mc Yu.... C. S - 78 , .: S h� � F cv co = t1.3 ,t; i M e�- : 2!� • � k. j?E!� LOAD 15rcfANCE FEo M MaIvit.NI 1 A ' 130 1Sox8 „ i3 9 -So -r B 12 783 1 �Z �4 325 /sow ri 137J 9 -So 4 8 +A 334 / 7 63 Mcyc 11 -75 1171 1 0 3S5 g,$ p�7_ 12ox ( 1 i r 8' ,(13 9. -4 I 4 �r 24 s - t3 Z S i; 2 ti g ,51,03; 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 I ' in hiete g 2aiee0e4,4t,' ate. _. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING II SUBJECT I BY I DATE 1 JOB NO. I SHEET 22 OF 1 P f Z _ O- /4 X S 545 : >• 753, t-. L. re w� P v u v t e(-1-4' ' PE A �e71 -t 7,B3 `' 'Ca? 1 Z M o'rnvnt d..ut 1E L VieYo1 A- .e.4 )L.,.c = 3 t fc IJ0- Mv.4 -= 2 4- S +3 -2$ = 28 - ', 70 t S. F. = 4 - 3 4 O- 7$'= S - os- it.. Conde r' cm 2 E . F. P : 62- 4 pA f / No >= av n, cliA.AL -QoAd . S_ F = 62- 4 Cat_ 527;. k_ . t4 ornonk : 62- 4 .eC!3)3 - 22 - 9s rt. 2 a• 1v't-. ) 6 II S . F 0" Cerr it w, 2 > S . F . . Camd.: It or 1_ S_ F. Co a.c ; , 6 Wdi $ .i r = 12'x, C H_ d : co S . P. e c;.i = 2 J 4d ►zx S x . RS = Il- 61 1l. ►• '4 x X 27 (LoAiJ PAGToi - S St+At� \3 C- 'Ave-NI AS 1.4 /n, STEAD of �G CFOr (l� at J __! N/t �IJCY�Uvh� N' n4,� LI&-Off? 1.7 Sinice hi fo . 12 2 g- t i P R-E SS v Re 10E t A+A T v 4:4-R7 i _. 1 - ► 7 -r O is - CkQ c k p Ne so ii R,...tsu v.c J oC-; r'r 1 Pa. Ov Po 1 Nr "A' _. S(Q .4, o $ 1 3 — 2P -1g'b° a = 7 11•r _ 4.0i -, I - go 2( L/ 2- I- ') Z -�a 1 1 /-20,e 6 1. 11- 7 Ir. `.s it 9.14 I G l min = S "7r - . ( l — -(--------,):4-' ) p 3 et (' CA.rc a_cp,,s,va r 4G''et-' 1 P14. — S -2-7 k. ie-h = 3 -3 9 • 7" Y -. 7 x ; 2 5 ► u , _ 2 -2 P {) (1.4,) 2- -,< � 1 p= 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 I in hie g ‘70 Rite. UMW CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING I SUBJECT 1 BY 1DATE I NO. I SHEET OF 1 9, 7- 1 / 2 x 2 o ,.(2,2 -0't . 39 L E (030 P p (cCr►�J ; �) = 2 C f--1- , /Kt, ,_ 2 - -o o ..<2.25;t V 3'35 J _ 165 E PV ;c_ f r cm p_ ,.0-,,,,, . �,1 t 0,. = .5449 z x• 649 " r o 33 LM 1 62. IS is '` 1 3737 co i va.Ai'rc„rce 1 63 fsa• r 13x % (Cask 0- 6,c) - o • 6`rn c x L __ o- 6 7,. Zo o x 11 -SO 1 76 3 1s.-7r /S LLo' 2207 12o n(1.2s + ) -ig1 13 7965 2 7365 !_s' 'F a c (- as- ct - h/ aka 1M f- ' oL Ka - — -2 > - I ---4 -$ g 1 - 1 — .S-273 OK._ Ck c k. It S f - „ tea t . 4-4:L4 Ioti Slit, . i( ", E 11- 1},._ 8 \ ln 0 -$S 2_ :. o o x 12-c c l: h r o t � / 2 k- 10 - 3 - C S. F. G cv; I ,.c...1 4- « 1 `'ov^ C226 + 940 < 67 -- - o - G n � - � . C!0 - 32 i- -1114‘ (.11-M rnaf < S- 1 : 1- 7 , e _ ' 8 - 79 226 Chan n 01 F'-� III (MD E0vONelm Le P cry-L• S.ce L ACFC D st., uva.Q M c,v,,e,,y->7 ) C. F P - 40 p4 -f en I441 d4 i, f, t rtop et lAka ii Den AD Drs'rnrJC FrteM kQ,' het prnemT i ( 30` , (sox a ,c 13 � � - W 24 1 2 - ) i 1 5° , - x13 " I�ZC+ a Y ? 4 -r9 l 763 ,co ,4 11.75 11 I D 358 I 12o. �U - v Z i58 o- o ���" 4 2.4x13,c' . r •)(4• e• 9 - 4 - 3542 . 2. 68,ESZ E 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 I al h g a Rite 0 _- CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING 1 i SUBJECT I BY I DATE I JOB NO. I SHEE 2 OF II _ / 2b i 2Pl $-8rr I � Inr _ 3 � 1 — 6 k M o Mr wvt cb.ct ' A Lc-t .,r ;..a , ,,,....6/4 u r, 1 4 0 0 t 4ox CIS,/ 3 _ /4. 6s /M t 13. 2. 1 e //- 7 sP — 4.11 z. l- 77 .._ ( Rum = ) 3 ; C 4- I i- 77x 2 139 �rs¢1 1I - 7.0 I 7,1- Pmi„ _ )3;42.1-i C I - 1. '` 6 )---r-t (0r 11 f I - 7y 'V- -7: , . • F°C for cg 4 •i •Ar DAA v &ia vr; l: 6 &. 1 1-, 71.1 / 6r l t S Y 4,,,ce 0 c v ■ tca.( A i c./ r ors VU Akio u o c- 14' 1 21 '. - DE SIGN ©F W.A.TICAL WALL MOmont = 2g- 13'k (CoN1tTfoN 4 ` Churn. er 33 _ /2 r, 1 U!U ; h'4i Mbry4d" 2g - 13 x 1. '7 = 47- R2 1 .. Mu _ 47• g2 _ 0- 16 40, rl, 6 �1 ^ 0 .'9 x 4 X (4) z T LO ; • Ig 4, P_ o- 0 J23, A -z I. 32 169. C.If * 6 0 4" c /butt Ae;.! c. .e r m g t � , . qt, I I. 2 ' ,r - S- `1 g) M o )7.0 r f di, ..Jo P EG,, rt, : c3 - I n x C9 �' I. 1 I f- k. 6 I /4.0.-1- M O'm 0 n t : 1 2. - 31 = s . �- W : - 0. 0963 o- I 2r, P . 00 682 3 1 0.9 x 4 n (7 -77P 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626-3428 • (714) 641 -8777 1 1 ilk hlot,e g 26/teostait, ate. MEW CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY I DATE I JOB NO. I SHEET 25 OF 1 (J4 6 G E r ' -/c Ayr pyo,uid ei _ 0 -.442 12.. o -66 >.6y I M me f w . 1 M d n CO CJ / �, 1vrO mad" 6 ° 4 - 8 f fc. .6-o+ (,E- t ) �- � ) 3 /V/(3 mnmv PG Pa. u 3 9- t x _ 0 • 32 r; N..1 -- Moh'wnf = S. t3 1 /c f n t _- _ - 13'(1.7 z O- Os 163, w . o- os3S c) -? ' b od Z o -9 Y 4 x 6 -er) P- 0- cO3s7 Ast• 0 -293 4 1 . -t , .% . It. 6 Q 16 C- /C t- P.- a At ■aczol _ O - A 4 x r 2 _ 0. 33 y 2-'3 3 I6 1 „2„6i ,0 t • ke,,i n ,AA rri.a rtt i �a fi ',PI_ P., c.:44 w,t A04'121;4 GM W ?* to e. • MO Tr‘ 0 nt F. Gr,ti ow"= /4 - 6r s _12 b 0(- D - 9 x x c°l l z O -o 8-5 w - o9os P1 0- 00603 1 131 : 0 - 6s A7. (r 41 5 CJ S"/ ' ��e 'NA.o w 0- v G 1 Ma ?w - 'Ai - CO to' Qr l - 40 ) 6 . 67 /,-, 3)z 11 • (DS ‘ CC. _ g -08 1 _ Mu 6 -f9`7 Pc 1- 7' o- 048-7 - y- t, n r b • f b f L.- 0. 9 7c G1 x (e_oV 2 LA) r P . O -oo 333 T 1 kr = 3234€3.1.. / � � l /r * 5 CO (1 oic KiAt v ( t.i ,/,. .. K . 1 A HIE- :• - D•1 12- _ o. 331 y -323. It 1} 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 ate I 111. 1111 11111. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING I SUBJECT I BV ` V , I DATE 1 JOB NO. SHEET 26 t\ 1 OF 1 r � "//11 L 4 - s. �y a to a n d C mAI C nd i hen 1 MIorn&A o ,J WA.; et* ..d1 = 2o7 x C9.$) 1.ui '/c Z X 207 4 R4 m oxvrq diAL h T,;.,\ 0,, 44d ;1 - ev64_ 2.7)x�i•rx S -r ,, 3 , - 2t 2 7 'k. 3 (I.75 > { Mil M0r"onf = 30 - r ',1/4.. �j 11 � 1 � mt.., 3 s'G�'�xI:7 _ b. 22 S1' of _ 8 " _r 9 T c b d : o 4 ,ccafi` 1 L.) _ • P. o- 017/0 , A6r. II (,a, 4t-7 @ 4'' c /c CJ Se Nye, 6 -s 1 1- on 6 -S c& r" ind t z M o rv' d c.to 4 c 71ev w . L o a44•7 = A 3D C 6 -t) = a - 7q �k , I I'>r } ' Momnr,1 S., It, Ivi ar,Saav A..Adi .1 - C 4 1 ) 4 „r 3 11114111111,141 1 N ek M o n►, f 1..t / AC. MIA TV-4I ' 1 `) r 0_001127 Ac _ 0 . 79 4 1 LW # 7 e 8'r C/C aO ft I � 1 MdmQ ” C 4 -s: ("rn, , smnot L e a -, S67 C. +( -C67) Vi [ ► ' Y,r 4.� (.7 i:i194‘ M E1.68 $r* D 0. 94 o = -062 0 � 6d z 0•R $ 4x. L8/ P. - 00413,A.i 7. 0.4OM.ir• r I ft 7C 16" C-(c 1 @ AA��• E 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 ill hiete g 20/ee0f,44t, ate. UMW CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY I DATE I JOB NO. I SHEET 27 OF Chi r JlJj,I( FaX Ccm60 r en ' c•r E . Mtnmpyd 16 r. Wc. : - , I-7° E s tifr gat. (3t e-ai- ( y z� f px i••./+ 1 f��1g9÷ 19t3w) ci,s�7 2139 ` Z 2 1 E (s terCA 44 7 Co 4 " c k L h t:, rt. t«e_ (tt.,sr- /Add) E Jul 0 ma -9,1 -- °-.t- t. i &'t v R./1----A _^ ( 13 ,c 62-0 „Ct - - � 2 Z E _ 36 -61 . ,,,,•,,, •. M0Y n dt..c.c Ju Az ;) /mad. (6$'"- xc9 -:) 4 (t7o ,, „ 9• -( Top scut. 3 d I - 29 -s7 lc. :11-O -3i ')NI - 1N ? o ma r;l ~ : 3C, 6 1 — 21.0 _ 1.1 i 4c _ 749 .1)2A 4, p- 09/3 - O°1 (C7 " t_ � � co _ 0 77 1 b (� -� ' r r► (7.19) p, r- z 9- --4-'g 4y. , J'z s © - ©06 0..5-6 1 (tit' r c.., ti►• o.+.1 - _A 4 1 crm . ex.o1 _ c 41 560 art CA 1 13 1 1 i 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 i In Xtet° g 201009,420.., Rote. IIIIIIIMIIr CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY " r4 I DATE I JOB NO. I SHEET 28 , OF 1 CA a n n t( kf I' _,,' 91,, /- /9'o CHANNtL EtMp ti 1 CnND 1 7► u N 1 2 -0 /4 - 2o T I E•r:P_= 371 /4-1 EARTt FoRKt ,C(�'NDIT /O or WHEE E. P. P = 62-4 hC4ict A -2o 0 I ON ePt>Tw sit Or fdA . Q NO r: Ae1t -H QuALE poke es r4 ii 0 i r' t v 1 Y_ E . - 1 l t .. �J 1 0.; 2.0 16--c, 12 A P I N G I CON D/TIc 1 4 - 20 TQvCt ; 1.- E•F-A_ 3'1 PSI Ar_, PRO'! LAC P CD STRu■TJ -n_ rMA-ruAL WI CY'aMQry.) _ S 7 / ' k / S. F - 7 85 ►k. ( U a-114 e. 2z r.. fr ,4,to i,o,. 1-,' I4,,•, S' - 7.0 DE AD LoRD 3> 1g11+1+ F Rom A' MOMEwt I 1900 IS 8 t 9 f 2=/- 3. 27, 41x3 1 ' 713 Is of 8 A. 19,414 II48 s 794 2 6 9- 3 ISO /s 33 2 2oS`63 1 3 324 i IZp .c C7' of 474 41 12 A I.33r 76 ..2�1 L u 0 6 2b z ' 7 2- g'. /3t E L 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 al hiete g 20 ate. 1 — CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY , 1 14 I DATE I JOB NO. I SHEET 2,3 OF 1 RTO 1 L 2C A QUAKE LR El�A FO ES 1 PeRRTI4 = D. /4 14 D 14 1062 g_ 1483? Lk.4 1 J-CJ'ovAi PfrefAAvt 1 P i. = j48ia` = C 04) x.ig- M -f 1 - 1 Momo of cc-c b L4b v a. Pec,v m = c'- 42- le_ Meek S. F _ 7.8S -{ 1. = 9 -34; 1. L. N-4- Mornonl : S I + 9.41 = 66. .S2- C 2 E. F• P = 62 - 4 1 //I No tav17. . .6)c._01 , . 2 -4 Ji2 2 . 2‘lt— '---- 9- 411 k t 65^d-' I ; 1 1 V r c o _ e n , i 6 2- 4 O e V 3 ; t o t . 33 '�- 66- 51 14.. S yl e.a r C co r .. 2 , .14*( Y b of "co. 8s' , ?> = 16 1 `t, VWai d to 2 44000 / XI2A 13 ,1/4 O. - 16,773 > )1.26..1.4 9 44 . 9 , c/•7 II RR �/� ; f Q ,:rnt 128. 1 3 - 1- 7g `�- I• s oc FAC1dy (� S",- �a 71- C ke C k �,, _ a Ne.9. Sol Pv4/S.d 4 v t L 0Ca r y'rrn Ct 1?v t aivk 4vat,n Poi ` A' = )29. 13 - 7/- 33 _ 5 - 34, 10-63 1 x...--_ s-.34' Ec.Pnty, a t _ L _ Is•33 _ S -34 = 2 -33 .L L/ 1 0 6 26 1 2 -33x _ 13 2 /- _.) �»' 1 I �_ 3 3 5 3? 26 2.33 ,, 6 : 6 / l06 �� + lip I- m i n = 15 33 ls• 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641-8777 I 1 ?Ate g O Rite. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING , SUBJECT I BY I DATE I JOB NO. I SHEET O OF 1 n C kL M r SX.�Ai l� p IL P ucYr2ah tea = !1 - r TRY .� 0& 7 L. 3-0 3 3 s ' I 4 ( _ 3- o + / -2s: 42-f 14 -ba E f [iS/l i t T v?.SAu ve AG,' i r, c f -t.ov+ c F -, %2 " 04.) Z "c k E , fit /4 120 x (4-.-1 3.33 y 3 674 1-J-- 1) C l� a,i = 2 C . , \� � { 2 x ,. J3-39 1 • = 3 1 3o 1-64 ,� K Fv� ctio+l na.-I,n►'ancc > ‘ y kJ raM mot ►o E .. 2375 i 0 6 4 8 la -6�'o 11,05- t, 0 9 3f ,_ 6-$-12 ).J `72° 1 713 ►six % y T 1.3 y CO k,lam;rn r ,4rar = O. 67,. ,c L 261s�3 Iso Js -331 r . o- 6 7,, -2csU /1-.33 2os4•J�ba -31111-1 12A -0� ,�►g E t o rip �¢d�atCurc. _ 1..q--.-7•5 Lf E11 16 .95 ^ ( -° l AL. 16 -9c I -SI 6 b t. - (1.t) Co-n7 f , A .- irt.v.r_ hL. i h V.e.DiA�,r 44J4 -r4K Y -.... .yW J CHECk FOP_ SHEA2 CAPActry OF 71-1E BASE SLAB d 1 ?orb T Qp // _ is ` Elf. Dep !2" V, _ O. 8g � 40oo 12 '` (2- = IS• A-q ,2 .0 " 1 S A r im _ ) ' �12ar r"�ca c t c SQC 1 'ar_�tl4rg +l3 )xII On i -r 7 6/ - f i13.2 _ 1 (c q•S9xl 7: 16.3;. IS 4 $k o . �3` Noll - 7HE- SSO(L / eq-C_SU et. as $emN IL I -73 —_ ComPuTCD [3RSEl) of E - F.P. 62.4ft (LA 0-40 ►�enc� Loco) to 1 -e d Cvcn -ac. A ( r.4 Ukv 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 UMW CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY I DATE I JOB NO. I SHEET 1 OF 1 C I4 ANNE L FUL C© "IJ 'onl (No e1427/ roRCES SEE LAcFC D Srvvt.G -o-a M 4 r.,J1.9 J a.F. : 4oe PEAL* LoA-D DrglANCE. FRorn 8 INtoNReNr 1 Poo 'so x._ /3 ) i9 2 -n + 8 + g _ 570 Is 7/3 /Sox 8 .1'3x';2 2.0+ 2 < 1743 /2_ ` 2&9 ISO x IS -33 e JS• a i2 33 20, 5 bs Z E . 5311 - MO, (2.0- 0.61),09 _ z S 3 2.4 l4 227 62 -4A- 19 x 12 2 +rb +12. 1 32.7 8 ' 24, 8,a� Z 16 6, 117 1 M° "14 etc-e t 4oplt M= 2io -c cI W 3 = 4S / 7272b 6 2u4t. ttc (14 ore Poi B' _ 166. 12 - 4 73 4 •o 24.85 e /S' -33 _ 4 _ 2. $2 ( L76 , 2.S6) E r max = 24847 r + 2• R2 A 6 - 3 Oro pot IS'- 33 JS- 33 6 .= 7 n njin 24 e C / 2.8z,� 6 1 -= — 162 fA-f (AIN..if fie �(r ( /V-33 Is: -33 / S;n u G .? 204,41 ) ' pm i, o • o !i Ie r 1.2:et` _ 16 12 , 6 s o % c c`�-+ Yvl � � -4 S 7 3 — _ 3 3 � l- 1 ,,„,4 i_ S' F. ct; f ca Socf, : (12 -1 -o X 62.4,e 19 — 1 4 (2.4- 7(,2 -a0) as - (i DIIt.) 2 4S / -0 4 - /3.4g -- - 48 • ?± V n ow &A1. 1 1 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 illi ?I/4e g 2oieeot44t, ate. IMMIIF CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING 1 SUBJECT I BY 1 DATE I JOB NO. I SHEET 2 OF C cores,. ki ay-) 1 , 'n = 66•sz 1k ws.t L,..) 1 ` r 1 - (' 0n6L'Al av) 2 IN M.,w(- ,, 7/- 33 .e (.w4et,) t,4.4-t Lo.r 4.. Ow q 4.44— I - !/�t• vyx,i 1 -,e_ t+o crvnd -1 = 113 . J : • ,, Covet . - �-� %c L�,4.e K..- _ 1.4-3-r--r. t ic !11.26 / M1 1N y 7 1..)-,, r (5)D> 3) - 16 C i b -�C d 01 2_ 0 -,3,, 40-.9-,....- 3,e „ 6 1 : 13 0 • 11'9 0-131 „, 2 - E ....._ a- --s 1. = Oa42.5 P , - a-- 49+4 - r7, t: 7 m .;,,. . Lc s- # R @ 4:' C (c >'l.¢av t 4cii 4)' do s - Mo Ino nk 13 -s J qow t'o c 1.4e...11 _ ( 3 M0»4nwt 444 ,t .Ts.a'� .( •..i 4 A4t te...t 26- go' ' - j (la -s�n) c 6-L-11 it [ MO m a y s t d . w di t. 7 % ft e . N - , S - 2 4 3 . 3 g » / . Nd Ma 6 Y n 2 ! ► , . � ` � � - 1 � D : 1 3 b8 n E r MU ---- ---- -- _ 3o • 18 x ye x ►s•a -e ./ Cf = 10-6a ” d i . (' b d z 0-9 x 4 ...p....— ..- 2. ., (,0.6s).)- l _ 0. 124o, w : o• 136 , P: 0 -00907 , 451 -: 1. 16M.,. K. d, * 8 0 8 c /e, kr Pv , 0.-7'7,w_ - g . /7 /-16 Mom.ent q' 46-y q Wai M merfx cu., ,61..11. . a,-4A ,A-n X 1.--.4 : )1- 2 n My nti¢"4 6611 .. Pe,412TK e -2L. A 04 ,- o0 3) 11 6 d, 9 i, 1 Nei Nth, ma.,,,1 - /2. 1 /e. , -' (. ' 6( 1 _-- _ ___. .. 0 -' ,( 4•a-, -v x „ t x ) -- 1 IJ 0 71), w 0.074 5. , p: 0-004 i 0 •s 4 ' 0.9x12 7 >S P�oUiots gC IG ' C�� s c, ' na,? 7o s4 , 'i 6 / ri ftfc v fly, l-�f 1 v J f 4' 44") u t 1� At y .'' c °1 Cy. kil c c. r& c 1 # b 1 1\4 '0 MINA j t4 he) h om' 4s- 73 1 /c III a 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 Hi hit" g A 0 ate IIIIIIIM CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY I DATE l JOB NO. I SHEET 3 OF Mk .45 73 X / - 7 , ( 7 A2 .-teove- No L f 4ccf 1. 7 9 5 -Cc F d L 0 .9 ,, 4 4 - & ,A1 x 43)' l..af...,t 1 t • 4 (4) 0- 133 4 2 .o: 0 • /46,. P. O - 00973 44r - _ ? / - 7 0 4 / /a N /c ?Ito v W4.4-z 4 ;oCt' • Mot 2nfr @ /4 „ di,aM ti cq Nc.V M Oyyan\A - , 4 (24 2o.32►lc. / Totom bekI f-- 11.' -t 4 .. E -7-c— - , \ „, ,t Z o.3t xl '7 </i 4. y tAa (p -F `• I d 1 0 . 9 .e 1 x (t t - i o) 'J- , sago _ O ,- O 77 9 W z. 0 - 0 e2- 41 / �1 o 0 I -_ 0 - "73 /•f.in. . _. - 1,1. 4( # ye q l ( (4- h3s`' (....1-.... /1 i ol.. 7fillo,-,.i ►- .24.tA.4 , (2_,,c• _ 6o ` q. ag O. 73 E m0. e ii. 0 ,,,,,,... etp (,,, ar b M(A ci •frir d ; 9.63 • c b 012" o- 9 7r 4 r ("7.63) :: 0- 0 4S'2 i W = •04 bpi P=- O- b03!a ( P= - 0033 �>� r: O- 3814 . Mr. y (1,(,c 44 7 CO 18 '' C- (t , VIJty V (./J. -•F r 4: ct, / g . O rutrzoi,d . O _0: 1 2_)a-si'9 od BO flow, S,Qa b // / 1 �, C ban nid .e rpt) c t ; ar , C[ rim, 2 "7 end r l'; c• i ir` ArZ1 A6/.41...v .) i Mo wurA t A tc c na k Lo••d.•.., : 336 (I2) > 24. 19 132r I 2 33 6 Yrervr GLe 1 fv<i f06- 'vim _ (on -3 30 / / x/2 n x )4, 2- 1., ► 3T t 7 " - - J /y 3 47.47 N e i - M r r ; r oc i,•. = 71. 66 I;t 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 . I An h g 6 at6 101... CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING 1 SUBJECT I BY I DATE I JOB NO. rEET _ 3 4 OF Is " f 6 61 6)...3 4'Cl2-12- d: l: o- 235-0.... u.) + O -2820, P. o- mat < 9 E . Alt 2_ 7/ /J?_in, , (,IM # 9 4 '/ c k Ca aa l r Iviom QJ,A- g - 4 p,nd y sib 7 i .illy m mem"24 = 6 ' (s) 2- A4b m60` dt., it. f v , < v Cov Lc.," ,' : (1326_6.p* ,I.,c ¢_r x 2 9. *.s.-----s--- 13 2-6 s 3 rr.za M- Lk _ 3 5-45'4.7 o - bsA4 c0 2. o= /4 f , P> D - 0 7`' 44 beo- 0-'94 4 nCt�, s 1 , 3s ,e 4.w . E A'!r_ h c �1r h.ay;claoJ ► /-ox (2 t • 3S .•5 r. M O ry v..t Cv S. 5 arm v K Fes-. /sr ti s. S 2- (.1 hYty. M tay.tKA" z g 72,A CT . ,: la- 19 '/c E'M o meiv\t dj..0 k. + 1, ∎ a Ky.-Lev _ L . .40 ■ q 4 1 632-1; -- $72)1e % ` ,r „ s, s l32j E :. - _ 4- S8 t JC. Net. MotNV = 1 77 872 1 M,.., _ 11.77 1.7 O -O 583_, (....t.):. 0-060r, P= 0, 41 4l of L 0 -gx 4 x OW 1 O 6 ,,,,„,,:„, # 9 CD 18 '' L�� � ,..A,' . (- o ,, (Z_ .. 67� w, . 19 20 2 FT J Toro It / -1,,J ^ / , ,, L • i b t�j 44 4'� 4 j)." ye. k----1 ' 0 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 illi hia,&° g 2oiee#:09,4t, ate. __ CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT !BY r 1JOB NO. I SHEET 3s. OF I TopSteal I MO WV nk CLLUl ,' J Y24 c.t ay% _ ,Vl x 2 66q,c 12 s. /2 64 -06 lOYYw di_ j kf &rYv •D6Usr,Wn, IA t'r.e.ta4Yz : 6 2•4 , t 14) ,(CJv 2 = $S- 36 ts /,,, lo z N.ek Mo mJ : - 2 / . 2 1K d tS - 3 y s - JG NU., = 1-7 x 21.3 . 36- 21 i = 11 -J1 36. 21 0-09° 4.0$45' _posh i . 't-, I d 2 „ o -9 G ,t ( ufd'��> kr: 0. 7O /JS -'v.. . TT A ( U4 4 s CO tle. 4 c 4, Ivio m JzAk e s f ?4 �n N4 m Q rvr ALL, 2 ,461',( v,u. LT ar .r. , t ill L 7 _ 1 11 Z 3 = 4- 63cre. MO mpnl dw. 6 w ,.. / , :w> .^.. 6 2. 4. c 11 AC- s) '_ n/� 14 • $2 1- 1. M o rK .,,t - 9. g-S 1k I ii (Lis., I , 5 c -- - D ..pce' C A CO 4 . 1 j 1 1 1 1 1 E 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 , . ... ,„. hia, le g 2010,09,44t,' CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I By v r I DATE I JOB NO. I SHEET 36 OF 1 C H' AN iNtEL WALL DeS / Gni 14 E I Gi-fr 22!o E CRAhin el- Em pry t o I CON. b I'm/NI i /4 —20 Tku c fr_ E E. F. F. - 3 7p..6.--f Pt EARTi A-t,.: PtACES -----0—;;-___ CorsOnlo ki 2- E. P • P z 62. p4 1 /44- ( OK &PAT* SIDE O fr'IALL ci cuival , NO WW1 14 kv A re Poke .... . / q "1 E I , 1 1 i .. .,,, , _4,.. I .1 N ■ EV i PO I.11.- 1 , i,---- w-- 1 2-so . ig ,L, !< 40 LAD IN 6 67 i Neloymij Sus ,k fl,,,, le awf /I 10..A44 = 74. t it, S.F. , g. eak. I ...... 11) I.-b R. ( ( 14 14 -1A4 01:1 poiated 4., 1411 CC F g4) M ' A' -.2.5 5 78 24 7_5 1. 0 , e 41 ,, t 2 2 12. i - 4 . 0 + 4- , 14.o i .,. 1 18,s g400 1 4- 32 4 1 --0„ , 4 00 - li :21- +34-0,, 22 t a- T6 -1- (-SI- 2 -v - 127 /33 • 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92826-3428 • (714) 641-8777 I a h g Ole,6009.4t, ate. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY I DATE I JOB NO. I SHEET 7 OF I 2a,) tv. PJ) D�rp IFRo" ye_ Mp RENT 22r (2J -ts) xE.x IJ:o ; 2 2700 a- .t 1 2. 13 3 ' 6 -- �--- -- 1 Is iZ g z /6,3{ � a, tK q , ( , * . k { LAN ...t t : ©- I4 f5-12_11 ,.2.1,1? LC V,,.cQ Pr vS' ' P : 2 1 i s,... - cx) C.??� O M orr 06-te & LA1.vt.( PQ.�.. t. = I S.S3 ,,,,d- s.F_ , 9.88 +2.1 : 11.9g K-. Net Nlo rstort s 74 - 1+ I s" .S3 z 8 4- 63 1 k--. CF+RNIIVeL EMPTY Con.4DiTluN 2 E E F . P = 6 2. 4 Li>d /4-t M )¢a tt ° 4 S. = 62. c2v r8 IS- to I. � ll•9 � I S ,. S. F. CD c , f,* c*.( "le et; (N. , j 62 .4 .x (22 -.1 2 LIL......7 �' — cv. f't... - t' . I3 -431c. EMomant _ 62- 4 x 422 : 110 - 74 `� 84.36 1 ,t, CrerCt' r,er 1 � b /� S v - r �1 A- L 4- .C�j 1 t..)0-1. = 2 .. -� c l b Tt o4 < O. 8f E 2 .< .._/ ILA. IS riv.tfrr y ice} - 353 k . 1 -4 x13 -43 :19.3x' 1 -7,E r 1 -98 (AA cv,'1 4, - Ar cv ?h;c. ,,F, 4 ire Y C: C f0Y D S JJJJ c,�ec;►� r airy Fc.rni "9 Cow1.(iva ,¢core ► , D ��11 1 1 -9 k) 19S — = 1. 77 >/- s 0t. 1 110 -74 C k ck 4,,, N-e-i - ,2o ii PY. u v-t Loco.+, or `14, � )a- , a4vt ¢ d,,•, 1 A' _ 216 -3& —I ro 74 6 98 1 Is J3 ms =s -�' = L — I8 •o — _ 69g .. 2 - 02- <- L // (.3 ) II i 2 q,,,,ax = . fsI2s -. (i + Z02xJ 6� = 14 06 fr! / +1_ ' IS ti iInsY1 = I5-12g 2202..4 _ 274►r M-1 /fr 1 .I 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626-3428 • (714) 641 -8777 I in h g 0 ate. I 11111111111. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY I DATE I JOB NO. I SHEET 38, 0F 1 C kt ,Y4t (L'cL _X/44 C "� 2750 i SC7Pf�° . E P Hori7.4 n fio..(_ Is - I 0 )1 CYO 150 g- <,,�..v. �► LL /2 7 -y -ep!) 12 4 3-r 4- 2S I 3600 15 o y ,,! , _ , k j y - p k q 13,-i. ,}1‘34 75,0 Izo „; 2 st= >,.. s.3.• 2 E A.„ 12.- -ice, i. y.cl�r- P am ► (r f vt� j u J• c c.c.s & + , c f Pp = % )) ( r) Z x "_ t _ p. r Vii ' 12o .c (IOW , t 3 ' 3 / E __., 63 S. 2t,..,e clta.s; or 2' C 4, < _ 2,.-ysU --4-4. 43 -a1 Pl f Cti s;/s tills te _ 2 W Fa 0 _ 0. 649 l y ia'�` ►s 2 ;f 'Ir a Qt-- L� ' e u Co )1,241 Or v.ti! i /It •c = o. 6 - .& c. . x. _ 0.. 67'( 25r, x 16. r = 2245 L-&" TO ta ti tAi l a,c. : 24;;;,- 64.=- -. -2 - s g" 2-2 s t F4- c h,,, q S ..... , 'rf ; .3749.."(51 l. a _ t •' S E IS.,. -- C U; (u 2I ci%w 1'""." #,,cJ 1 C c k- Tv .. c.a.o v ac_ ,Izj ti IL, S.--s< S le 6 Air). ro 1"r..f atapl :26 , at : /7- r , VT) ; o - 83-'`. 2 J-2---`""5-1 r "" n I = 22.58K. 1 • c c v CO Cy; ti c,, / Le c . t t er, 4.. )t�- ° d' 14 (6244- /t4 O 6) * a- 41 1 ,2 - 6 t 9.-IC . Aff: , :l , 1 I,a; KJ/ I •7 A /2 . 61 = 2/. 44_ .0 22 .0' 1 1 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 I in h g Ole,ei49,49,4t, ate. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY VNI I DATE I JOB NO. I SHE 3,3 OF 1 Cha P till CoroCFf E. r. P : 4 0 /4i ( Or U./ a v 4.'c4 Ly0 4 4 1 Wei. .Dec241 lo ad .2) -Frmn` B' 1 `'r omQni - 24 n-- /SO x i ALL 2-S+ & 1- l4 8 9 72 12 3 Ir ►sox 4 rt / i s 2 ' S 3 3 7 /4 3600 ■ ►a x JA IT. 3 2 4c 7S'S'° Ile x )."2.--t +34.0 x22., 2 c) 488 1. 2- 22S (21-i ) *61 (� ) 3 s- r- I- I• s+60.! 2* 3 r . ■ 62.4 .,2.2,'( /4 2 -4 1• 14. _ 2114 E z.. 34,3,471s/ 2 E 266,996'L64 l'A o m.9 r b due .f,. P : 4 0 1,41 1 •4 0 'c C2 3 70 - 99 f& 6 S -7/ - n t , 70 -94 geAt xn e <6.a.0 o<6.a.0 Pa i ril` B - X67 4 - 3s 1 x =5.71 C° _ 19- — -•7 - / 3-29 ( LA 3`o) 1 z (),„,,,,,... 3 4- 3s_ ( / + 3 , = 4 ! tS-� Cr k-s f 1# #e max I (7. lowed _ 34.35 / _ 3- -"") . : - .- A- - 0- /84 k?4 �� II,. ► CIA Pr >0 ,Q 6, c: o . 2-0tS+ / - X67 r ' 1 (IO c.92-1 4 -"c � �- / -s �' 70 -93 ti: .. . r. 3 C v; r , cA.E ,1., c. d- 1 1 /oiC Pt, 1iS1vv-I - 1 � C2' (2- 4 Z. //. T, I 4•ao fv fity ,,Af ur 2 2.'( ) 2- -t - 14 2.76 h -� = 1 4 V ( 1- . 5 ,, /7. 0.5 17.1 /Too , 0.09 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 , 1111 ?AI s?eiee09,44,946 1 CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING `r SUBJECT I BY _( I DATE I JOB NO. I SHEET 0 OF 1 V .2).(2 4 In I /ey f i' c a..Q kin LQ 1 Mo mpn fi ¢, Cana` Ndn 1 C cjanj Pn4 &iJ = 84.63 MLA: 89.63' / -7= /52 -37'k co>7d � ri cm 2 r" IIo -'t4 �: - l ' + . 0.26 (.fist Mk Mt k . 2 6 _D - E M k - 4g-s--c , s.0- ,c. 1 eee, / Z p . 9 .4 *-0-o x MI f �rs> '' �� 0. AS 2-4 27r 0 -o I c9,— 1Z , w _ rz-X, P. 15-0 /p 441-:. .7.-- Gi A9 . w, . e , 0-02-4 1 1 - , 4 v 3 . S3 'R - �i �`'4. " Q'c 1 rip m Pn f t/vcpri. 4 caY1.17ve' 1 VII r niYN' (J + 1 t ,... Ai/ : 3 4 - 4 1 k - . 1 •lon,,01- c L PeAR-, 7 g•'7s n (1-03 6 , 4 -92 N � 3 9 . 3 a 1 Co�'iL 2 M )f out, .& c. P 7 - 6 2 - y , 12. 4 .. �6 3 : 3 s- ► . '1)J2.'Sgl- Pr1, f -7 3 1.32 = 6 6- 6 4 / k 7. t -- t 4 0 1 r.ii .. 66 -8-4 1 - = o- 124o d _ 12_144. 1-: G d z �` o " , (4 x (IZ.rw W : •/3 P = O -o o9 / Al a � , 1 '� 72 1 -33 � S•t U44 4 eit tD _/ If c/ Ai r f.Nu` eta 2 I.0 x 1 2 (- 3 3 9 f�Mlom.pnr (V Id 'i�,,. I fv4 c1.- 4 /)n / ? / , 4 Mo rr•QMf k< MOrnw�F- AAA./ J$ P,e /& : g -- A 003 - = 13 -0��3 �� - I.44 1 N�1' Mv>�naM,t _ IS 6 d - /0 -09` IS - 46. ' 1 C ,(' 6 te L O -'3,t 4 x( (0. z 1 � - ©- 47/7 w.- • 0'750 P . o.00r Ad,- : O- 60- 1 CAA-t- # 1 CO IB" di l p r /raki, 1 = 1- 9 '-._ 0 .6T 7 0. E 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626-3428 • (714) 641 -8777 1 I ila ?I g 2aiee#Atait, ate. I ,,...„, CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY V _ 1 I DATE I JOB NO. I SHEET OF 1 D:4,12...11 c y l2iL. I ✓� llu rfuts.v Late v ?�u Pv v G VA Cr . r. ec 7 Mo rrP-A e tooM`o = 70. 99 t &. - - Ig" d, or" - Kl u _ _ _ 70 - 99 x 1 -7 ..(►( 6 a l z 0- 9 4* Vs) c = 0- /4-9 u- > 0- /6S Po 0-0 I), kip-. /.99/1.4. E Pv0,0e t 47 9 0 4 1 4 " f c or) Loci o 4.'a4 , M'o ».2n J ( /6.s ' (Yetis Maw d & • L . P P `" 4 ° H r b, .D .D..- /s -7s .� a �.�bsl 7. 2?* r tk d > 2.7 E. " c,, 2 9 -g . �. 6 i , l &" Y 6-9A 4 ,c01.1 . _ - D• o &70 w ... P. O - oo6(3 Av. :0 . Pra iw cLt # 86 '3 4 C c tie) 1" hwv, 0.797 (2 ^ t- os n.- 1 Mo n‘,2.4F G 12' l(YOV l 4 (`�10' r•44 = 4o - U6 3 , 1 I - S 2 l ?jam /3-9, �r 1�{, __ _ I) •S2 r 1 -7 d cb � C b mod - -9.r4, lto.502- - /o.90 _ _ 6 , - 0 4 s - 7 , . . w _ . 0 47, p..... 0. 0 0313 (.t4e- P. .a033,n6,--. O-43A, 1. tAt.. "# 8 C- /8' e /r 1D -tvt . 4 60 N 0 M S 1 COYIdt tmn 2 7 ConO( ricr i (c n AO I Pr r4 v) — ■ M o ► ,r.,t^ (i) iz c.0 c( v ... �_ (4 , ,4.9.4) r" f 1 ,..„,,,, ,,„ ... L. os_A Na 00 : 526 x (-1_ _ go .s o (/4o(, - s 16) x k 14-4 /4 .cam 27 • S7. 41 I (C 1 nr MGYNGNl ro 4 ) • 0 4 ' s sb /4ob 903 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 7/41 g O4em44 1 ,. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT 1 BY ' I I DATE I JOB NO. I SHEET Z OF E 16f1, 22 " , rft_ ctAptt 19 . 'M . 1 4 4 ) f -7 � - - D• 143? w � O. Ira, p. o -olos3 L E 0 �''" 6 d 0.9 '` 4 A CO) Lei Am-. 2 - tf o p, - � u/yc 4/ g cD S " C /C E ........______. Mo waNvt 8 io 4-Gerf, R nd q Sfat [w A•C J nod- cL , t l L M 0 c� >n J� 903 x 6� 2 S 711 l ,t. M o r i .d41.4._ . J tv.' a v 24..44; : 04404.103) x 8 A 8 AA 10- 71//z. N44 M o malt z 39 - 6 3 / k_ , - f6 '' r of 13" to 34- 63,e f -7 _ 0 - 1107, W - 119 4 f( b of 2- _ 0 - 9 4 A (131 1.- p 0. 00715 1 Alt_...... 1.24 / • tt5 -c 1# / 10 C-,'C s'-s lul'o "AA/J.. 6 s- s' • - tt _ilig,b 1\/i om¢4 dc,u ,t.:, U r\ ∎ ipv n.. l..c.d •'hg _. � , �� 1 1 d6ou LS-r)Zy 16.03 /k 1- /0 60 M o m1n..r 0-p to f1/1 OxN14.,.ac .Q,,,1 ,‘,.. .= 0 - ( o60K S-� ,c s-S , .X ,$ 3 3 - 44 1 N4 M ma I9 -s2 li/S,e *p 9 6P 20 / CA ( x d - r►.ax �fr.t;.y ) 1 1 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 i i gni ?,/,,,e4 g ies.,,..t, ate. 1 . CIVIL CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY " 1 DATE I JOB NO. I SHEET 43 OF Cha n al rat cord . Vecivi e,tfivnal r q .P S ri c/e /301ro1v 4- 1'..4 Int ros . ► I To P s reet_ i1 1 Mo ment d.u.t to v .40,1 Ve...ttim# 4.0 �� IA_ '` 3- , I •c OS) '( " _ I 0 I. s 4 9 ' 18 , -'► sus't M 0 '1111) d.A.c c. /t kid r to &At 62 4 .0 x ? Y (34 -s3 it- _ / MvmaAt- ‘ .6 Wchv - 32 -'74 t , - -- k p (1'eai to / 2)J2-4 r 3 Z -9 i : 22 - 3. -- - 1g-0 fr 9,... , 1 32- 4 4 ,. / -7 — 21 '', -�,gi' 4 _ gi p_ p43 Q . S'` '- L .Jhr (.4,--: --G.k #, p- Q , 24:: u.A4 P9. 0-•soZ3 An t o - /�,. D •0031- 111 ' r M o fl At @ <6 .AWoi c) N�.l t- _ °_.. y i M �movnr AAA, to 4.0 �t<e'ev, 1 e 1tip- 3 Go II .x Pa -99 Marnon..k du.fr X Wale,: t 4 v . 4 3 9 3 Jee Mom = 2 4 • '14 'II'. 1 E 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 111 hiaer g 20teostait, aft. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY I DATE I JOB NO. I SHEET 44. OF 24.94 91/41-7 _ 0 -0697 ., _ 16 1 O - g 'e 4x (1$)2- d /3" W = - O'73,. {)> U- 00 487, I }/fir = 0.7 Al - ,.„ , (Mt S KED ID s C- /c 4 . E _., 1 , 1 1 II I I , 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 at ??4, g 6100,e49,4t, Rte. 1 _. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY I DATE I JOB NO. I SHEET OF 1 .7 ).02 % 141 etNcin - S fv u,,G,,,, . P In Arevk .s .t*, 6 _c,, 60 k,; I \1rn. , lYlih / J j gJ R. O- 00 2 Air _ - 00,($"c $ ACT 3h9-83 A s ©- ,73 / .' l . w, . 7- /2.2 -, b , J� CA' ✓ J� YLILL Ct. : 0 .2 v rr 12 = )3.9 - 111 1 --Iencc Pb . 4 ;a, 4 6 1 2 " c /c A t 1, .G ►� ► �Nfw w.t ....4.„,/ L on,-.44. et:r..c_ A.:,,, r. t or , Th.e 791 c. ii..e.c A C.t 6 /4 1,,..0 .I - Ad --4-Garb, w ► tx ■r,tta.: r, ► w e—L e I) 4.4.f „..44-t- csr , c-t‘ tLr v e uu i rg 4 deuce YYa ti. 0. C h a riot 1 U/k 8 /X: (.4 Cov t .-4C J' i.+ w w t' l& $ 4 0 13 6 C/- u ck-k rcsl N o b u c 1,_,Q;„ /vc e ArA ?IAN heel 4 I e v 0- 11 n∎ 1 w did /) i n 14 I 1 ti,,,c, M.D.," wc/Y0 t °v tk v....� 1v,Av1nmO fa ILS i nknit 44 L- 1 1 1 1 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 fri ?-14,e g 26ieei4f,44t, ate. __ CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY V r , I DATE I JOB NO I SHEET _ J 6 OF • E A 0 .v cy) E E . i . - Z A • � `A 1 k -- -- , 1 S,O . t�.� ›� s--0 JA D GO AD Dig rANCC- FJ'4 T.iton^er'T /6 9-c Is-0x 02 +g x 13 5•s e) 3g` J2. ■2 16 So Lc - 0 x rZ . t) 5- s q 0 7S 11 J � 4os6 6 ? - 4 x 13 x S 54-140:r.--0) 39 S32 1 7331 56,t-4S 4' rt. .�,. io, fi„...( - fvvw3 z 0 - l4 A 7331 1 : m2 6 hil ia - ,vc_e. iy t v . w� 12 . )S. 13-r 1 T o t a i Lj t r i.I ' v im = 62_ 5 74.70 ps'-f E 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 ,. in hi,,,e, 2,,,..., ate. I „„.„, CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING 1 SUBJECT I BY Y r l !DATE I JOB NO. I SHEET 47 OF 2 1 S QC* - ICY C. cUL, A Laf )) = 71 x I31 6 312 at MOW) 0 n 1- d2At- L4 ► U p, (, s ►..c : 74.7 x C13) 3 6 27, 3r3 1 1. 1 r ct s,.-Al arM/St- D.vtv,irni = 5 773 SI = Z -a7 7 /- s- 0.‹. I a tL /% ? o , c . k n t M L t E ft {. i * ; c k » li 1 1/ _ 2 ice 1 ►o E _ ;. _ 4 _ 37 .4 7 6.4 lc, l79 Vn = II,G12 Lam. 1 CI +GcK I-o NC -G. so it_ oecs.rc.,tr- 1Canfi z 56•Ss— 27.35" -4 " 1 Fv 7.33 e = II - 3 - ' 3 - / ... 1 2 ?Iwo( — 7331 t ' S te4. 6 ) :: ! 2 ► 9 n (I-1- /► 6 mi _ 73 31. _ / _ --- 32` 6_) 1 14 1 l e ,eon ci"oY 44,1 11t' ; .� 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 , 1 1 h g 2aieestaAt, ate. 1 .„,..,, CIVIL ENGINEERING - • LAND PLANNING • LAND SURVEYING SUBJECT I BY V I DATE I JOB NO. I SHEET 49, OF Clfeck rO2 2 li A1_ CR pRcrry or— nit- BASE 1CPC V71: t7 - 61 ,_rte 4N 12 h1 :6 S IL.2 G v t.4_ C_h-' C te ji Cae A., cif icy x Ys ( —P- t ?.ltj) X4.1 S 427 3 L- : 1 4 p •2s vi _ 4273 0.4 , L____ Li , 5982- n_;k.4 11.61 �,erc., , O. t 114- tali E _C heck shagr 4tpr_ce _.. capac 4. et k et i Cv,*h /1o, 1r,,r, Ivy S. r A CP ' CI ' 1Y 0N-e Ikt 6 Hew E S. F. _ 74.7 C /3 - • TsJ 2 r E 5604 -g3 � � 9. S3 ... V � = S6 o 4 - P x f, ' _ --er 't 1 I - 6 t . 1 ck ck_ r, StA x-e.' a g �v„ c, . 6 3 12 L4 5g 0 l v I ►,s' 1-1, : .kS`' + 6144 q ,A &alp = c 2.s z 1 e = P ) x(H,) x kp 1 . . i--2- c 154 f p ' COILQJJ or _ 2 c* H, \17c;; 1 2,c2pvY � 44-47 Lb-s 1906 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 An ?I/4e g 26iteotait, Rite. -- CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING • SUBJECT I BY I DATE I JOB NO. I SHEET 44, 0F Fir 1'j on Qe4(xla _ W fc+ jr) 0 733 i KO- 64 Q 4 I CC) 111 -1 or QM 6ronc..c (itit< 0 -6 rc) = o . 67 x C< r! _ 1474 - 1 i3s4 I�oo To f-6112 Y" i 4 tar 44- = {�7'7 + l-4-r + 4 i S f' + /4 /4. 93 44 I 1 7- 486 o 4 r AcC1 = 9- 6 4-s '.),f-s 1 , pea' qi Vc v c� wait "��� I, 7 • at n kk mOmenf 7 27,353 x 1-ac -, 38• A6- II (A) (l — 0 • S 9 Cod) = M n d :Jr /0 46 -so 3-g - ,,I x I G -- G -9 x 4 x .J-z i_ C d E ti-224 o. o 0 9t} 7 (� _7 p r f . 14 I z. . 02t•S ` »^/aX O S I {� b - T' r , if 00 C 4 , 6 uaoa 1 0_'7S 1 : O- 0 . .0014 /� /•/ , Pm;n - -: . 00333 ,� 00,9. -7_, ,I st = -1-83' 4 c4.- UA-e # A S 0 S ✓ " C/e Of 6p c I 1 ./S' 5.Y, 1 w 9 1 err b51. 1 p- /0.7? d"- 7 -77 2 MQ ei : 74 - 7 A C9 3 1 ) , go76k g E 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 In hiattf g 2oiee0i,4,4t,' ate. UMW CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING 1 SUBJECT I BY 1 DATE 1 JOB NO. I SHEET co OF I 1 1- 90 76x1 -- , (A - L yg. y6 = o� e (..g) a -6-e-k P = Mt o g.., 0 0 0 62Z; o 004 O 42 ! p -421 v ._s l o o• S '. F. cdi - 2 J460 X rz0 7.'77 AC1 3I1 /(. 74 3,03 x !. 7 -y Iv 7 a t ,..z l # ev 10 ' r c e Pko d.e s '' �e be fl 0- ..rd e . 4 v(41#- , , TG b o tt em . Pv svc etr •# —b CD s 1 on bo rk 41' q w 1 DeA i 97• a 4 N- r' , �e ' � 1 - 4273 LL,� WJI z 717 xs (0114 ..7r�1).c$x 1 _(3 15 3 ■ 1 = 427 , e• 4 - C 11 - 6) 4 t it i m cit h16»12 ' 1 114 13• JS � 221.3E, 12 7l7 -1 ' ` ____._.- �$-- -----i ` 7 6 r 6 -27 j) : r 2, d : ; 2z . 3 6 f ,c y x i cA I d, bd 2 0.9 46 x ( 0 .o054 0•s 796 3 ;.v - $—e P - 0--e lb, a--4--7. , 0- 0767 0-og°S Oi e # - (P (0" c fr 0 exm (7 , 4,f41) ( z (0 +. c t t+ Wal.E = "6.4,0i) s I 110 mud" c(,l v / �ci, v,iiV1 u. ve _ ( / / .._;_4_...L 6. r 2- ...7. 4 - S 6 i � • 1 �' 2 z 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626-3428 • (714) 641 -8777 1 1 ili Xeet g 20temag, Rode. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING 1 SUBJECT I BY I DATE I JOB NO. I SHEET r I OF i /\Ieil Mpyti.Q,4 : /p . /4 - 4 • 1 5 --_t 8 f ic_.. /Ofr Aar 1 _.,. [.CX� � i m e - 1 e ment.an _ 'T S• 58 x l- 7 r ,. 4 ... !. d.= 12 -3 z ` Jr, E .... q -4cl = 8 -19 g x J2 .K IA-ere-a< c.-re-g- p •1 x L,&e ,c } ,(. C- - - f 3' Z O. 0393 � g.lq) E W - c3-- -e-�-7Z P - a- �e4 -tt'� o • 0027 D - b�J 0027 tp x 1. 3 3 Prc 2. a - 4-i Ai - = e9 ---3 -s /., • c., • ti 0. 0036 / 0 - Pv o . i cCa 4' 4- c7 6 /�' ' ` C /C - 1 1 1 1 1 1 I - 1 1 I , 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 Rite . I .„,,,, CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT BY r w I DATE I JOB NO. I SHEET SZ OF 1 V'v . _.-ZZ:_ pi_ et wil.eidk_pqa,oi_ ,s- 4t, 1 1 _ 1 1 ti f if . / - I 1 1-1-- 7.. - 7 LZ, -11—, 1 Dead Lo e Dr$TI+ Net F►oM Mc. mini /$ I OX (12 6.75 12 6s-6-2_-- 1 J1 •L 202S- ).5-0 x ' 1 ;13 -s 6.7s ' 13 66 -7.s 1 S2. O 61.41 r sk b -217 6.25 +1+ 6• 60 693.71 1 9 750 2 g 7o r 8 -71 ovtk ...k.t +,,J vie^.c+A ir a . /4x g75 1 . - = /3 Ii L a vd 1.)V.c44uv e • /2 -13 /&-f 1 _ f L�ftv i,A,Aic,, 2 62.4 4- rz l' , /o 74 -s3 11 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 illi h/alt g 2oieeostait, ate. 1 - _ CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING • SUBJECT I BY \Jr) I DATE I JOB NO. I SHEET OF A MY' kcf C/ ' /6 tO L e e Akakk v e _ 74 --S.3 ' (/ t) 2 i g3 $4- 6 Ll,A 3 N4 0 may' F cLu,2 , - 11 o j ct (s v 4-1 13 tA of z 74.173 0..c_ m) 4I- 92 1t 6 E rat r et /144 ap A{ O rry (c.4 v )1', Jn.Gj = S7- 02 = 2. o8 5- / -s ot , 41.'9 c k, ck <., gel . /fj F hv.v,,S4uv S,.Jc&t cfl-arr+ `R X _ g7 -62- -41.92 ` 4- 6 9_ 7S - e . /3 -s — 4.63 _ 2.1L C (2. El ' 2 % nix = g7S0 ( / t 2 -12't 6 ) _ /.4.03 1 /3 -r /3 - l i r ,,,; n : q71. O ( / _ 2. 12_ , (6 \ _ 4 2 1 i 3 t /3 . t J C he ck s t■! 41 -._ 61-)0 c- , q Wall I H r8 I� i- C v I* t % ' G AA e ,-re cf (ay, +v S . F . vs ,---D ai cm I�S� owe � t 3 , L I S. PI ; 5 - 7 4.3 Cis '7 — • _ 7 567 LLA /-7 Z L t! 0404 1L toy (I k-4-, (S i n c w c 1 t v /,, e.6/1.. v-e_ c'-ct4 nit C ( C..") 1.a .- G-t.." 12- SC / 12 -9 1 (Yt met S. F= l <.0-61 o k /G. r S Jvza v rN 0 Cyr If Cia i i r, 1 1 (In - /4. ( 3.4 i4.o3),t S• 1 ! s s 6 1q3, L 42- 7 10 .53 = ('rna -1c S. G : mss. 6 03 - -+51 </ 1. 6 ► ox saw- 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626-3428 • (714) 641 -8777 I girk h g O 63 ee. '- CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING . SUBJECT I BY I DATE I JOB NO. I SHEET 54 OF 1 c 3 d '_- _ 2 1 I VV 2-erf /a2y 1l, _ , -F dy 6 ci /1-Gzh = 6 3. 2 I, _ /) - %2 ,� 120 (3- ,....a.15 2044 Lb4 P co l�r,'�, z_ 2 x c N-� x \17 , 3. 17 I . 2,c20o x,$'x \/3.39 2335 `"-\, Fv ciYQY, P4fri . E r o - C44 / S' '' eP4r E 9 517, O- 649 L J,c ,t0 co h.e.c en 6399 u _ O. 67xc ac 13.5' p . 67p4 .. irS) h 13.5 _ /809 To tal Y Pit VI S cn _ 1-2--,--/- � h-a /2, 12. -c77 , -so For 1 0 ,, 1 Sc ,A cr. KA ? - - �' -C *-4--7 4 , 4 _, g , ti 1.,s d Ec 1 3,'9. V,v/t C.,j w41/ J 1 -7 W -26 k III (Val noe )n _o rrnen,f _ 4/•9L' _ se- 69 / k C1 d I 7/26 _ 4,( i2 'c 1 0-e- . 0 2.44 42o 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 I in Wee g 26 ate. ® CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING ■ SUBJECT I BY I DATE I JOB, NO. I SHEET ss OF I o -29 p W= P = e T <- /)x. I A 0 -0/9 A - - ; E- -614'3 'm • B 2 - I/4- .-`/ CJ 4" C7c' cry) bo ,A,Aa..4 C , .vim - -',-, o w 11' �°'" 4 /--/-:-_ / / i, SA 2a v dc... 0 M . / 1 1 74 ) 4 So e! L 44. b ent = 7 4.--3x (i() : 16-s3',e D = /0- 93 & Ol -- 7 -93 l - o -10.3a 0 - 9 pe 4 4-trer ' A. a.....9-51 co I = .4e4s` P = c4 l : 4-- Al. w. . o -►i►a ' 0.0o74 0.77 1 g ).k _/ - l9 CIA--r 7 Ca 8 ' (lc E N o AP AR , 0 4 r, c CJ 60 �'t o v cw,d C.u.)- 61.1-f, nt.1 -E ,. al 4 - 2-s 6 s ' Ivorr ttte be, ft E `I2P < 0 '" C ± BoII om A (ca b I M O ,u u C v ( LC _ t1 �s > 1 r, 773,(6-20 4 � -T�3 1 - y 39.61 C•2S' ,c2.1 z 23 • 3o I • � f ,.1 ¢� 1i ' n � ; ' cI, t4Lt m a f r o mu/ JT 1...--4,(-. 23 -3° _ ? 2-- 6'rc rk ______D 42- MY) q'' botz 0.4) , 4 5,-m A. (4)' 0099 x. 073 a_ --►- c,L.) ---4 P - a—ere At, . 4‘. . 0- )358 0• !49° 3170 REDHILL AVENUE • . COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 Eli hire g 20/0,0tait, ate. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY I DATE I JOB NO. t SHEET �� OF 1 1 4- C D g E /�' 6J 6oHan-∎ t /. � . E f f ir Pf M O maw d,c.c.e_ .Lo (s.l c.,r'c v Qo 4d z ,c6.2.4),,-„ CG -2 t r E 6 �2 r� o att./ (46; I fr.„ ,�,cAv t. T �' tad 2 E . (6'x2 4-2) ,/...(.6.2,s ) 2_ �( •ir) 12-3i — s 6 -9 /k- „ I6 S 19 NeJ Yrc-,wnQ� J 2 18 - 28 - 6 - 4 "/ _ l I.3 ► 1& ��� �•- I � t. ` 3 J j1.7 2- /9.23 'k E CJ1, r M o� M�'M�nn r ., y .Ya k 19. r - i b - bdz o - 9 x i t A Jo of, C 2 . ' g)2 0 .ss 9-- x L3 e P = Alr _ &WY 6 O. 0796 0. 08 0-0066 l', - h • (,ac •lt 5 @ ,y C (r Co `t ft 4 1 "74 .s 3 x cam)` 1-I : g ' S lam„ 1-,...,.. K = g ' _--- — Z 3 85 /c. Z 10. 1 (VI amQv,i = 74 -, '1- = 6 36 r� _ A9—ts Mc, -4 G•3 6 ><ost4 D- o s'i - 1 -f b d z 0- 4 x J _ LID _ —ert; ( � - 0 - , AM- = ra— Ag. w. Do 3� 0 • 33 0.79 0•S-9 No , At (4 o--4o - (2 _ . 3 (5. II , t- f I NO •V'CLe V / & 16,1 C(c L4 . 8 i,.e-, . F, g . ) (d `,01t(n. i ft ' �4 7 } 1 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 al xteg 249/00tait, ate. , 1 1 ._. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING 1 SUBJECT I BY V on ✓ . nJ I DATE I JOB NO I SHEET 57 OF _____D j `✓ ! �-� ER IA! A L L - is ' H g 1 C r-- i L c - 4,000 k/>> 1 4' y = 60' 00. b n .l V/ 7-.6:A048,yt 1 '. A t 0 DT. OP c uRTAUJ Nr 4 . a c O 4140 18 c4 ill M 1 ___. _ - - -- - - -- = � ICJ 8 � O P liii"-- i CO ■ 3 &Rk 4 5 e 8' cfr — - - • 'II _ CNUsT Y v 0 • 4 „ 744,4r _ 0 1 / i E • . . • . . . . . .. sK i _ 1 . S c � N 1 g C°84C/c r ------- 401 br Z.1 ►3 a•-. >--}-E — — a-- 1 i TH/S SECTION SHALL BE USED POT .I■\./'DC. WALL HE1 6HiS 1 1=2o14 13 -o 1 To IS"-o' . 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 i i mei hi." g 2fte#K44t, ate. I ,,.. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT 1 BY Yolk.; N I DATE I JOB NO. 1 SHEET .58, _?)IVIDEQ WALL - 13 NE 'GPM 4 ) c : 4,00o 1 - ' A 4 bd „000 fr ./A.i �' // i � Cat srEa . E _ o m 1 . a 0 . (4) - -- 4-e le'' c% 3 E , -tt A ingct *4(p 1O A % 3 H ti) r OUST • 1 . . f - . . . . . • N I . ‘44. : i+ 60 . 1 w 60 re c% to"c/c *- 6N (D" /e ri _ t3 1 i r s. SECTION SH ALL. se, uses) rorz I ICI VJDER WALL 4E IG14TS ! QOM II -o TO !3 - , I E 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 , ,, lik ?kers - 2oieei4e44t, ate. I ,..,,,, CIVIL ENGINEERING • , LAND PLANNING • LAND SURVEYING 1 SUBJECT I BY V tA I DATE I JOB NO. I SHEET 51 0F 7 _,.>ES /GA/ OP C P AN UEL WALL I AT S E W ER C ROSS 1 N C O AST AYE. SEWEO 1 LENGTH o 14 L L 8 ANN F+EJ FMP f (4 iA►ITNOU r S I4E/4-r2 ke 1 j.OA,WNG COND►T►ON i Io J� F{ -Z0 Tvuui.,(O,ed 4 E•F. 1 371adfk- or kc.. It Ante 01 w.41 2 7 . .r _, A 1 COND+noN Z �. F P. = 62. pp yet' . 4. E ' ii 1 r I 1 d �COAD►N6 CoN.Drr/ON ._ > S o r < ' -s r 1 Mo irm►.k'= 33.3 ► k, S. r. C -3 � CS -78 D. L O A D :) M orrty rr I' 1 `A' 7zso 1 oO PEox4,.►r 4- 4 +- 1 469 ►tO x i,e Jt-x►ri 4.r+ 8 + s 24 a8 =i 3 6 15€7 1Sox NO -t2' r0 -s8- 8395 9365 /2o < (3%617 -•41) x is- .:. 4 -5 3 + r ?C 733 .2- 2 q3,8 1 - 129 2 s Ak7 - .: O -/4 A 13-925 _ ratio 1 E lure _ /6 - / Moynont 4. OS K 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 ill ?, g 2fteof,44t, Rite. 1 _ CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY ` (� DAT I JOB NO. I SHE 60 OF 1 To +a SJI1. Pvw S'. 3 t 1 -891 I , 7 -!I t c. To 2 fit o m o,nt : 33 . 3- 9- 0 = 42 -os CD not 1 an E . P . P ; 62.4 p44 /4-1 No G a b " rP‘ gµalc-e L o ad.e , > 13 p S . F = 62.4 v...0 = 7.02 It_ --r c -4-4 = to '' Mo TAD 4 :: 62- 4 ( L • 3s- ) !'- S. F Cora: N; er 1 > S - r cord ; h r• ov, 2 . I . P ov S. F. c v,' P, c. r,• ti � 6 cc C Ah 14) /.16 T f .. T crag_ /1 . a►^ wl O� (¢ f j • • , 1G.rCe .4,,, Jot-.. 1 W.,b, VYDu / Q, 8Tx . 4 0 00 ,c ►2 �.1 0 F Cc�iaG.• 5 (G'Q 1/ - 0 -& - < 2- {go _ 2 .� `b Vn = r2 90 -. /u- 7-117((•7 = 12 -OR G 12.9o ' (S • F . o c.v i r; c..Q e' r 1 . cH. w •t_ti / tg 4N 11.o IJc) J c, cfcw 1 S 44 a. J J•vb r o�nv , 1-1;K, = 43 3.8-7 2. 21 > ). -4 2.•o o a CJ+4JeC Pol. N E- 6A1kVC. CoJL PP- ES2ur2r ] Art, , D-44 l.,...€ I - _ -- III t A. x = g3.27 -42 -0S = 4.01 clyco, 1. 93 1 E 2 - 4. 0 = 1• 2 8 6 �mclx — 12 92S _ ( i+ 1.23 ) z 2 log A4.f < S oaoo 144 10.58' 1o•r $ 8, p ."...#-• q v„,r, = /2g2C ((_ t•22'`6 - 33S >b I O f$ 1.D. r 8 - 3. I 1 S -r- 0 cv 1 1Cd S.<<t cr 1 =1/2. (2108+1145)r3.75 33S 2;08- 60g9x;� ) Jt4x 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 4 1 1 ill ate. I . CIVIL ENGINEERING • LAND PLANNING • - LAND SURVEYING SUBJECT I BY I DATE I JOB NO. I SHEET r OF 1 S -r. C ac ''' t `J S 12" 4.(a.. _ O. 81 2_, �oo� x 11-T 1 \I c & ; 6O q9 74 1. 7 = 10 - 3 k- 11. 0 k._ PNav;x0. c.-1 _ 7- 11 Ae- Epa_i6-11A.g 044;41r,.,„ .t f ) 9 .i./ at % Tnf,vi.r 4 ,,,d;0., 1 :),. %L k•i- 041) 1 ,_ O �X 12-o >4. 1 3.r) = 203 LbA ■ D J Ca�i e %. 2 ,< C .c VI- , A J 2 r 2-ED › C1) ,C \. a q " L-14 F∎, i cJ ; until v LA;4 - o u 12- 93x0 -b43 2 -39.. Po' c C' i :0.6 ( Lt 0 e) 0 -67 2CM.t I 0 -sA- .. /4/8f 701!...„e Yv� ii fart.. : /0_ 7 5�. 1 a d ay L1 S 4 e ' „,a� /1 } _ I o•7S 2.. /- SI 71• s cD� D ✓ O 7 -11 I ,C I -1RNNE FULL CONDl71oN - r . P = - 4 0 )nf / 4-1 , mo Lav rt k, Frr co—'s Ce.. i A c >rcD s tiro ttw .../. M a ru.�pP Q� '4 Q,rty4. et.c q I' i C ran 1 C oast /6 - 4rt ft■-ow M 0 maAM fa WOO Iso,B „,.. S+ T1 +8 8625 I /1 469 i * ririlr 5 + 5 „ 1 2 4 7S 12 3 1S 1 I so x to •r s 1 o t 8.3 9 5 E 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 . . . LIR ?,/,,,efe g 2oiee0 ta4t, gte. ' 1 _. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT " BY + t ( DATE I JOB NO. I SHEET 62 OF V 1V .Dc.ael Load D i/I tem, 4....., two mort t 1201 (S 041- 4i 8365 2 xis Z 23, 423 42-12 62 -4 , L 4-1- x Jr s + 13 y AA S too 17- z 3 1 �7,(37LL 78,0,24,7. 14o mnMk d�t...c .k. _ -tP = '<ki ; 4'o r> _ 22 � -So k 6 �arvr vow, Poin4 -- '8� 7 9 -o2 -22 -S) = 3 - 24 1 ( 1 >° . 10-SG" _ 3 = .2 -C:• / C 176 I.74 ') E L ( 3 tnoy . 1 7 /37 (1+ 2-or '` g ;te -L " '8. p2 E , _ 3 pf iir ` %11 n :___2.63 , '4 f / ( / J I,o,L_P .lit O, c.v-Co( /f 4...., Cc / j ,'vr, vl 261 E u4e 1 rn,; ► _ d 1).4 '>< /fi S. F. Co C k ,' ii c..,(. fit cf ; ur, , _ MI ( ocAJ&- ) ✓ .„2.f;5.y, 1 Yivt CO ' 1 N /10 mgt- = 4 2 - O.'' Mt., = 7/ 44k : I3 $ (Carrot tr 01) 6 10 1 mu 7/. 4 9 �■)X »- = d - 199 -c b i z - 0 9 , (4-o- X s c(oi 1 W _ 0 ,23IS, p= 0•O/S`43, Al-= /. es 7 4 4 1 (MP # 7 Ca 4'' C / > 0, S 7 ( 4c-ii :-V dt . 1 I , 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626-3428 • (714) 641 -8777 1 I in h g Ole,e441,49,41,, ate. . I . CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY I DATE I JOB NO. I SHEET OF 1 M o rr, P nit (C. /6 N' Crr t vi W at rvi nriviivr c•( /4- .2 vf, 3 7 //fr /4 ( - 7 �) M o ynj rX ett.41._ .il.O ,44, t - e val ,A. tit y ' A ■.?, = 9.0 S „V K . ice *le It -sl d /S • -Ix /•7 g - l 05 6 l = I1• 4 - G/' 4 ' (2 -33) u) - • OS; . PZ 0 - 0076 6: 0. esa.w U/li -# 7 C 13” C lc YUeav .& 4 P-4,44 . Mo - 0 7 s ' c11-6 t p I (ma 1 i m o m:04- c6.4.1 J 4 - 24, 4 E F. p 1 3/ AA fAt r= 7 k- M orntrut" d•,,c_ Jt.c.l`ev..,E Pet*r►- = 9-Os , r = 0- 64- i t- E N. P.t" Mo PQAJ : $ - r4 1 k. • 8- i4�1•T ; 4. 0 603 L„›, O. a 7/S o -9, 4 A.Cr-t) 3),. 1 P O coot, help. 0 -43 of ; 7 -i' tiler A# `T P (6 " C /C XfiZI te Ja / k.,,' i ( P ti t,t . 1 fLf,'1 Kl2-4 n (inrc e iM P rkt 4714- 4 ref rY ,. v.. e#, e44 an INafev 4a< 1 Mo monk /6 713 ffow = 22 -sue ' k Uat # 5 4 '' C /e. Aga, c , , 1 MO rr.04 e ► I ' ¢rorr, to, y wall Mo rv%avr s -4 o - 8- I? k # S 0 8 �' C/C Y1>?o, INo..1 rr ,A, A Mo > Co 7r' 447,, qcf, 114 -- 1 lilkf 0 • CJ 16 6 c /( )\12-0-1. woke v ,4 ' , II . 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 Lill , ? / if i e r g 20fee,otelg, /c. 1 _ CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY A' _ ` I DATE I JOB NO. I SHEET �� OF 1 i , D.QiS1)1 q B0 ffo>n LILI CI n YI. o (- 1' itI'CY) 4 1 /\10 ruAri QUA_L 1.1 LunA‘ l-gy hi i--o ezto•5 1 10 19 x 6-4112-2- j j - 10 -3s J k. 1 / 33t � m 0 mAnJ du., A f l' a ns.•1 .� p CA �j 210 $ � ,0R- 2 1019) 1 /Z x 4--& -x Q -S'" . 1019 E =_ 7. Bs I k..„ I \ 1 Qk ► - c o m i b y \ l - = 17- 6 7 /, = /2 fl 1 (7. 67x1.7 0_ (03, c 0. 1I0S, al - 4''' P: o -0073; f>-s.- : 0 1b A h. E . E c 11.4 n NA r Ai caroLvf : C.7) 1 o TN2m/1 � Z ) E (Qb .,. .... ) ko...d . i.m /O•f8 1.nOme al�.t (So�1�o��'. , (3.�- I• Kh c� ,� C.t i'.‹x a 3 ,?.so i e_ a.,s. 111111 - hikJ MO r( s 3 6. 8F 1JIG. Dea, ,,0/ fda Al ) M 0 Yr r dcv i. 40'/ '1 _ (62 -k.- , 1 1 - ` 7 D 1 1 - 1 Net" m o r 2----r A.. .tom /k►) v e.._c it el- = 3 6 • V£ - 11' ' - 2. '-' I g- /re 25 >'k.,i>',7 CD- Ge∎ (A) . o - /6 7i, / o- 01 on Ref) ,tJi eti 4t 7 Co 6 / C (c 0 6. rl a t l; (r-d2....,+ -. 1 i l E 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 in ?lice g 2aieeottaAt, ate. I . CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING si SUBJECT I BY I DATE I JOB NO. I SHEET 66 OF Top 4 rtef .1-(v : i & k, Mow/nit clf -t,• ¥v i Ov.-0 �O`- /�o i :P �- Vt_c„.( ftrn^ , I- 0,...% -r,t ti.z"3 S- o3 E Mo ni Jt" ow . 1 A t r or-.d 2-- i' rc � 62- . /S .‹.C._4- v) 9- S r im. -7.-_- - 6/7-! 12- 32 - Z 1.,d- My rra - = L . 4 *7 l ' , - = 8 /3 lvs� M 0 .noh/r _ i . /�. E 0.0679 0-0 0.0047 • -1 I. -7 = Gam -- 4 7 w _ ,...0-Z--7-37 P s 0 -ee . 41r-2- ems+ o•S,c-4x 13 )3- is 0 =46 E Pt o AA 4# r 1 cw 1 1 1 1 1 I 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 I 111 Xete g 26 ate. 1 ...... CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING 1 SUBJECT I BY I DATE I JOB NO. I SHEET r ' F 1 I ES 1 Gt / OF mippLJt /vvALL A7 `E /.'t, C rr,R`x'1N6 E_ F_ P= 62.4 p44/- E Ea„tt�,4 ,� g " E 4. .., c- 0 c7c) frA-,' , ^ N. I E f I— 12� n" iS' ' I S 1 l2 -O f l _ s i ,C D3004 Mo meY + 2,497 is Qs- st8)xl7 12 +� s - s 3I 77 .2.4 'a 4,741 I so x i2 , 2s .... 2 .9 2 - 29 59, Z 2 73 0 x1 x 12 )2 + is-s. + L 24- 23 ir 1 Iq, 5'6P 337 /21 EA 1,,AA /u Ze - evc.(' roYCOi O. Ala. x ! 9, 968 - 2,746 c.4.. L cc r' vl•-/ Pv 1.4-3 .. v r = 14 - 3 s f' 4 II 7 - 0_,I Lcrry J Ne / flu„-. : 62 -a + )9.35 = g) - A; ' 3:::› , It -.K ', of = 12 -r 1 B C 1 I s � v ov c.,r Gf,t,cc ,,& /&(4'J �r. t-.. CD c., . /J., c F,'� - l - 7S ' x � s. 9C 0,412 Lb4 2._ 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 illi hlete g 9tc __ CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY I DATE I JOB NO. I SHEET 6 2 OF 0)1N/2 nk all.[ fN Laf",►v ,N 12.4/J6 Y4 = g1.75 Lti0 3 = 66, 440 1 1/4 6 S. P capa 4 Y = 2 l ,,, r2� /2.t (Waif ) 1 , 2►- 24 /c, \/11 = 0- - Vc . Ia - 03r . V = S.P. �I.7> xl. 17.7 Lc /O - 4 G 1 f • 03 t QC. E e e faV c .CcI4C Glet; KA t Q. T = 337_ /2.-_ ' S- .0 4 l-S o !C O 66 4 710 _1>/4 rcrc.ez o), �.e•...42$.f `T t"'' r A ' ' 337./2. — 66 94 E /3- r3 19 - 9 7 2S - 29 _ /3s3 E z J a . 99 c 6 c 4- If 19 1 + o.RI.. 4 J )YUrc _ 2S 6 2`i 9- C 2S- 2 0. 91 1 grnir : 6 - '6 E It 1 # d = ►2 S. P' C1' ap,' get. /��b - --1F-- r Ve. =2�5� 1 x 12 x 1L v ft-'o" Vfn : 1 i. 31 � , 623 9r6 1 C ,'t,• cot"( c.ht ► (P114 g r) Y II ar) Ste„ F�.� � � � � : � U 9719,& 1.7 < 17 3r )6- et 1 duck f,,, ( ;t.,:e.t.:, � �p 2 1111 ' Y _ I / L x l2v x0- � 3. 34 278 Lb-s 2 ,i x Q. 17l 1 � J3 -3S 1 = 4 _ 1142 L)--. ,. 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 in Ate g 20feeof,44, ate. ,,,,..., CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING p SUBJECT I BY I DATE I JOB NO I SHEET 6. " OF rvtc Pe 4 . 47'^C1 = W fa rd I4), 96a x 0- 6.1 12 -9 k- 1 ('D { JA V Q,.3 l a vim. = 0_ 6 7 2-6) -K 11 21 339 7 , 14,C v e . 4 � 0 TAi.t,, _ , 7 . f 2 . _ /. 48 IN1 is o // 9' M L ., - 4 6 . 94 00-1 w (1- o•s4u,) _ Mt./. 66 -74 2< ► -7,< 0 , e I 6d 0. 9x s.ew ."),4,_Q O- t6 ►8, W - O. ,p2.4), p , I " = a . ofvz, Alt_ , 2. 21 41 w * 9 Cu S" G A 1' on bo It ,�,I., , M' f - c� yyl. Qir� � 13 I t cnr ( Wall Mo» vt g> -1 7s .c. c►3) , 2 .7, X3 1 ,. , 13. 74 6 0 ( 10 74-'' E M J-� — 29.,7-7, 1.7 O_al ' x c o. -1412 T 0- 9,'.rs- (J0.70 = O. 042, w; Co- (04V, -o08'1 A dt , w, . 1 QA-c 4t e) Co to" CA 1 Mo maw C 9•s �' 1 3 e,. 71- 1[ c = )1. 6 g I 6 II 69 1- Z___ _._._._ _ O. os 2Z W = 0- o s 4 P- - 004.S 0_ x (9_,-)p- o. 4-463 1 1 '` 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 in ?lice g 2oieeowt, 63 ee. . CIVIL CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY I DATE I JOB NO. I SHEET 70 OF )1 .2 >e-v 70 C/) 80 h 0 rYN SP-C1) V 1 0W2A et.LA-t _t un■ 4-it yr, ,--.J L------, E 2- 7 M ___ 623 I 4s6 2 .• .••••••■..............4)............................. = 5 7- 46 '.t 79 M 0 MPnf G L U -t /l.O LL f v i c r ,eOC.d l (91 79 ?) x %'` 11- A 12- x 2- /1 E , 7. 8k. To f el mown.• k . 6s'- 0 4 'lc. o- 1 , cw : D- oat P_ o- olr9 C . 0• g s 012,) Z x x E iii,t‘ 4t 9 S c/C ByHo,, f- ,a>.g1.awF . _i> ;q•,. q Top -Q/ 0 Z E/ ' ^^ L` � M MoMP "cut, un y1f1 � P.,,tv.o. _ 623' �C[2J_ - 44 -ab it Z Momtn>t" dlte ,& fv;cr v /Av oa.cJ,,,,, E . : . _ 6k,_ 6 23) A YZ 9 11 '< 3 0- 61-3 . Srt 3, 74 1 1 Nom/_ Mc.9rrnrt , 4 -6s'ic MormAnk d,... )k (Al c-1 ,�c,o1 : f6 •4 ,e !77) ',cal L 76- 3 P 'rc I 2- N E.(" h1 Om24.- c cA k k rae If / o ad : 76 - 38 — .4e - 61 -'7.7 1 k ' - , 2'7. 73 x 1 - 7 = 0- 0 8r16 , w - O- c7 91, .�/ 6 D- g,k 6- (, 06) P, 0.0o76 1 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 Ili ?Ai g oieei49,49,4t, gee. 1 . CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY I DATE I JOB NO. I SHEET 7/ OF 1 E cJFEc _____ FO . 1 _._ __ ___ _. _SUPPOP- fNG STR N6TH OF SRWEk AT CHANNaL CPoSS,N G E cLit /I- /.- _illy civnrizt F (art f e n = 3s- / . L (chc rwvil K i E A. t' c / a n v d va• c,,, ob tk i co,UtY p;U /J.ewty = ± 2 (*A3T RYE. SWCR) BALL �,'.0 l o a d 5 / = 1460 U 4/ R (Pr 42" Tvtrsct, w■ Aft 21 /rip) 1 BAGk4'U LAO( iv 6 -`0'' tir &nth Loi dtk i, 42 "4 /3 f-& Pi/,e. .vt 2;31 L1J1r To tc_Q. ,Pond 6. to c�JrJ r cl, as-0 3 +22.32 ( 4 ,r, w0�61- cork rev) _ 633s tbo /¢t' 1 3 - t dlt,C &a.cv f' 4 S vv 2r, i x /00d f ctc - = risdei / i b/ v f1'1 ,d ry o v, /t" 1 ray CQa,A - 8, Qdcf ;►.1 , Lo &d P ctel" 1,9 1 Sup port - 1'y S ry onQ tA tA Asst: \l 0-.. C _.:731s >` 633.5. I Q0 0 O t<., 11 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 . 1 An ?lice' g 26/0,44,e44t, ate. I ' ...„,„. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY v N ( DATE 1 JOB NO. I SHEET 72_ OF pZoacti 1 CarL't'or (t.And2v Itv J4cca. 3 v o &sol l cad 4 �--,- /36/ ice. -�ertA Ca �ve v . &L Acc a goad ►6k . 19- 0 1' 1 Loac( cL M &&Jon Avta 0.sx19 x' /2+•( "- +► . AI . -A.D.-NA. Idol eklv► nil . E ' L.A. c.�� gl >I .L. �,. re- = 16000 , s 32 p�►� pl-g pc) o 4 8"7 -r l acL -fdi ioad r 19 = 37 32 DA /+t 1 2► O r iaS /octet 376 4 LE,4 / if S t ,Qoctd : 73 ►S 1 T c y 1 6 , E do.ez nJ n.¢Qet z> 40./ -4-eae,ve. CW / v /1,6 .De o'^ 1 s f ed /),)) 2- A x= --ip2 E f + 0- 061 E' v 3 1 (rta 66) A VJ NJ e 14, . g.3 D _ Do ct - c. or jai s ie,ctel, Ir. /- 2 _S 1 , R _ 4),edd 1 ccriA rc v11 = o' - ' o 1 2 C 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 i al • , _ CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY N l DATE I JOB NO. l SHEET 73 OF E 30, 00 U rJ00 /. 4 4 . l- At . -- T e �: 0 -37, T : -oo4 lZ � / ' : &, ,'J N10 eiLt L4 700 /1 i 14 = D. L + L. t . i rl 1-141( n / _ X0 /7 t2._ L1 - 3 3o, 000, 000 ' 4 0. 0044 - { - 0- 061,t 700 x 610 a p - 1 Max-i Kum Alib w able - f ('p , S 7. I (L' w.d k A W iv Pr 2- ) 2 j a -9 1-1 on4 . 0.1C 1 1 rr L .4 :� - (i cm (1 cl� „,�,�.( al'"Z r _Swev c vex 1 1 / /71. 9a 1.0 1 E ;Q¢.0►- t 7 71. cJ 1 o tf rnr it FR, Al, 1• 1179- 9 0— , . // 78 -90 1 / d ;cy► 1 rel, 1 't; 4.2 _ /178-90 -1-0:: 1177 . q. 1 MrN • 4 q 21 Sit, = 11 77.9b - 42 - - -- — j, L 1/7 r 4 S -2� _/ 1 PV 6AI a(Ld F CD Footle i m 14 _ /2 7 -9.o 1 _ W E 1 ►'w6,rds ct h tf = 76 x - 0 116 f 1173 -Sa 46 S- C 1 4 1- rice O. k 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 at ?I/4e. goiee09,44.t,aix. i CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY 1 DATE 1 JOB NO. I SHEET 74. OF C NECk TOR. SOIL PRES surzE AT M. W. .1D PIPELrE CRoSSING E C RAN N EL s - r'P 298 ±_gs. 00 LA,: at- i M. VJ. D. pla tn.Q /few c . M P I Ge" _ 12 1 a - F3 )L1. A A -- t p. 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PRESSURE CAUSED BY E 7 COOPER LOA D I N G 1 i Minimum surcharge X , " specified in 3.4 1 fTr MITTIT rrn.____ • � Ph, ` `.1for h <5 and x <8= 6only. 1 h rP min = 72 1 N, Ph k . Ph . Ph V N OTES • 1 �{ I. For each additional depth Increase of X •ft " `''`'�' "` , ' decrease intensity of �" — ' 4 ' pressure by 50 %. • 09 2 It total height of shoring is less than 5 tt. and X is less than 8 *P pressure should • 500 be assumed at the top. 400 • 300 — II 200 . . , -66 ""■,.. ittk4 : 1 t00 1 5 7 10 15 20 2 5 30 , 1 1 1 1 E . .. . i . _ .._._ _ _. ___. _ . _ i I 3.7 Practical Selection for Beam Sizes, Bar Sizes, and Bar Placement / 51 whPfr7 t _ A.lMVN # • f 3.7 Practical Selection tor Beam I Sizes,' Bar Sizes, and Bar Placement I In the previous section the rocedure and example o P p for the design of rec- tangular sections in bending with tension reinforcement only have been I bll - 'a) i treated on the assumption that the design moment M 1 = A4 „/(1) is already J known. This is rarely the case, however, because the design moment must 000 include the clTcct of thc weight of the beam itself which has not yet been . 1 ., designed. In reality, then, the dead weight of the beam has to be assumed at the outset; a trial beam size is then obtained and may be readjusted if its effect on the design moment is significantly different from the assumed value. td 2- #Ill. 1 The choice of the steel percentage p is very much dependent on the limitation of the deflection of the beam. Years of experience with thc working stress method showed that deflection problems were rarely encountered with • i in which beams having a steel reinforcement ratio p not more than one -half the shown in maximum permissible value. The use of this amount (one -half of 0.75( = 0.375( may provide a suitable guide for the preliminary choice of the reinforcement ratio. • For the selection of an integral number of bars to meet a total steel area requirement, it is desirable to tabulate the combined area of several bars at a time. Table 3.7.1 gives bar areas for up to 10 bars of the different sins. 1 Table 3.7.1 Total Areas for Various Numbers of Reinforcing Bars OK Nominal Bur Diameter ;I/eight Number of dues Si_e (in.) (Ihlli) I 2 3 4 5 6 7 8 9 /0 1 * 3 0.375 0.376 0.1 I 0.22 0.33 0.44 0.55 0.66 0.77 0.88 0.99 1.111 *4 4 0.500 0.376 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 1 1, ' * 5 0.625 1.043 0.31 0.62 0.93 1.24 1.55 1.86 2.17 2.48 2.79 3.10 I *6 0.750 1.502 0.44 0.88 1.32 1.76 2.20 2.64 3.08 3.52 3.96 4.40 * 7 0.875 • 2.044 0.60. 1.20 1.80 2.40 3.00 3.60 4.20 4.80 5.40 6.00 *8 1.000 2.670 0.79 1.58 2.37 3.16 3.95 4.74 5.53 6.32 7.11 7.90 *9 1.128 3.400 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 *10 1.270 4.303 1.27 2.54 3.81 5.08 6.35 7.62 8.89 10.16• 11.43 12.70 111 19` # I t 1.410 5.313 1.56 3.12 4.68 6 24 7.80 9.36 10.92 12.48 14.04 15.60 ' 14' 1.693 7.65 2.25 4.50 6.75 9.00 11.25 13.50 15.75 18.00 20.25 22.50 *18' 2.257 13.60 4.00 8.00 12.00 16.00 20.00 24.00 28.00 32.00 36.00 40.00 1 ' * 14 and * 18 bars arc used primarily as column reinforcement and are rarely used in beams. I F or the placement of bars within the beam width, ACl -7.6.1 specifies 2 clearance needed between bars to permit proper concrete placement nailer in around them. This clearance is 1 in. or the nominal diameter of the bar, 1 working l whichever is greater. When two or more layers of bars are required, the essential minimum clearance between layers is 1 in. (ACI-7.6.2). Table 3.7.2 gives Ibject of minimum beam widths for various numbers of equal -sized bars, computed in the manner described above. y • 14 1 a. 1 . I , , , I i ; • . . , 3 . •.-.-„ii-''F", ''' 1 6.9 Basic Development Lengt for Tension Reinforcement / 193 I 1 { 1 , Table 6.9.1 i i Basic Development Length L for Tension Reinforcement `! (6.9.3) , AST M Bars with Ld in Inches 40.000 psi T = 60.000 psi :: I .1 (psi) 1 (psi) "' # (6.9.4) Bar Si_e 3000. 4000 5000 3000 4000 5000 ; { s t 1 I 12 ° 1 _'" 1 2" 9 h 9 b yb d are inches; of . = 3 h. Basic development 4 = 4 12" 12° 12° 12 t 2 12 ommon situations are = 5 lO 10 10 15 15 15 i , c T. -6 12.8 12 12 19.2 18 18 + no's =7 17 .5 15.2 14 26.2 '28 21 ` bons are discussed in 6 i; , } , ere of stirrups (Sec. 6.18). = s 23.1 20.0 17.9 34.6 30.0 26.8 , • ied is 12 in. .9 25.3 22.6 43.8 38.0 33.9 1(q .10 37.1 32.2 28.8 55.6 48.2 43.1 {u a average ultimate = 1 11 45.5 39.5 35.4 68.4 59.2 53.0 alt C ode (see Table 6.9.2) :: 1 a ! 62.1 53.8 48.1 ! 93.1 80.6 72.1 jj ; 3 _ ent length. The original _ _) 8 69.6 62? 121 104 93.3 i g th flexural bond and 11Cf. 11 t ars the ACI Code had - Metric Bars with Ld in Centimeters 'Ili i I i of embedment in both 1 1 ;. xural bond stress may e = 280 .\' mm f,. = 4'0 N mnr is maintained as long - ecognizes that the bond 1.7:, • rly uniform along the 1 28 35 'I 28 33 ►.1 The present ACI Code } t, , in the 1963 Code to 30° 30° 30° 24.4 24.4 74.46 Ea. 1 7 the resistance developed i., 30° 30° 30° 29.2 19.26 19,1b 1.I. 11 ecome nearly uniform 26.0 26.0 '6.0 39.0 39.0 39.0 36.5 32.5 32.5 54.7 48.7 48.7 �' 5 :r' 11 44.1 38? 35.7 66.2 57.3 53.6 t l �mized in Table 6.9.2 for 57 r # 11 and smaller bars 0 49.4 44.2 85.5 74.0 66.2 y . a 1 i.5 61.9 55.4 107 92.9 83.1 >3.3 80.8 7'_.3 I 140 121 108 1 I A f, (40 121 109 210 182 163 1 155 139 269 233 209 i 1 .' )40� i 7 - -- 1 7 ;67 '_4 280 251 i 1 r,: o, ern:::: b, ;_ in. (30 cm) minimum even with top bar t' J > . 6 101 I II t 1 _ i 1 fa to ; creat: than 1.(l are to be used, value is I 111. 130 cm) , Ili 1 . lei11ci i•• in Eqs. 16.9.21 and 16.9 31 are ch.t ed to 0.1)75 ' I:' a • : 11 „•6 for 50 -mm bar - and 0.1 154 for 60 -mm bar. 1 y 1 47 ;-- . - iii. 4 ` y° ,.. a ,.r m. ire. using 3 6 of basic bond stress capacity of 10 (see 3 1 r1 l,.d d,,;. /., _ - 0.03 .l il 13 . 1;; irr, 4H 611 x). 1, \ / , iii , ' II TABLE 2. Moment Strength M /cpf or M /f?d of Rectangular Sections with Tension Reinforcement Only* w .000 .001 .002 .003 .004 .005 .006 .007 .008 .009 II 0.0 0 .0010 .0020 .0030 .0040 .0050 .0060 .0070 .0080 .0090 0.01 .0099 .0109 .0119 .0129 .0139 .0149 .0159 .0168 .0178 .0188 II 0.02 .0197 .0207 .0217 .0226 .0236 .0246 .0256 .0266 .0275 .0285 0.03 .0295 .0304 .0314 .0324 .0333 .0343 .0352 .0362 .0372 .0381 0.04 .0391 .0400 .0410 .0420 .0429 .0438 .0448 .0457 .0467 .0476 1 0.05 .0485 .0495 .0504 .0513 .0523 .0532 .0541 .0551 .0560 .0569 1 0.06 .0579 .0588 .0597 .0607 .061.6 .0625 .0634 .0643 .0653 .0662 0.07 .0671 .0680 .0689 .0699 .0708 .0717 .0726 .0735 .0744 .0753 0.08 .0762 .0771 .0780 .0789 .0798 .0807 .0816 .0825 .0834 .0843 0.09 .0852 .0861 .0870 .0879 .0888 .0897 .0906 .0915 .0923 .0932 II 0.10 .0941 .0950 .0959 .0967 .0976 .0985 .0994 .1002 .1011 .1020 II 0.11 .1029 .1037 .1046 .1055 .1063 .1072 .1081 .1089 .1098 .1106 0.12 .1115 .1124 .1133 .1141 .1149 .1158 .1166 .1175 .1183 .1192 0.13 .1200 .1209 .1217 .1226 .1234 .1243 .1251 .1259 .1268 .1276 i II 0.14 .1284 .1293 .1301 .1309 .1318 .1326 .1334 .1342 .1351 .1359 0.15 .1367 .1375 .1384 .1392 .1400 .1408 .1416 .1425 .1433 .1441 , . 1 0.16 .1449 .1457 .1465 .1473 .1481 .1489 .1497 .1506 .1514 .1522 0.17 .1529 .1537 .1545 .1553 .1561 .1569 .1577 .1585 .1593 .1601 1 II 0.18 .1609 .1617 .1624 .1632 .1640 .1648 .1656 .1664 .1671 .1679 0.19 .1687 .1695 .1703 .1710 .1718 .1726 .1733 .1741 .1749 .1756 In 0.20 .1764 .1772 .1779 .1787 .1794 .1802 .1810 .1817 .1825 .1832 0.21 .1840 .1847 .1855 .1862 .1870 .1877 .1885 .1892 .1900 .1907 , li 0.22 .1914 .1922 .1929 .1937 .1944 .1951 .1959 .1966 .1973 .1981 0.23 .1988 .1995 .2002 .2010 .2017 .2024 .2031 .2039 .2046 .2053 0.24 .2060 .2067 .2075 .2082 .2089 .2096 .2103 .2110 .2117 .2124 0.25 .2131 .2138 .2145 .2152 .2159 .2166 .2173 .2180 .2187 .2194 II 0.26 .2201 .2208 .2215 .2222 .2229 .2236 .2243 .2249 .2256 .2263 0.27 .2270 .2277 .2284 .2290 .2297 .2304 .2311 .2317 .2324 .2331 0.28 .2337 .2344 .2351 .2357 .2364 .2371 .2377 .2384 .2391 .2397 0.29 .2404 .2410 .2417 .2423 .2430 .2437 .2443 .2450 .2456 .2463 1 0.30 .2469 .2475 .2482 .2488 .2495 .2501 .2508 .2514 .2520 .2527 0.31 .2533 .2539 .2546 .2552 .2558 .2565 .2571 .2577 .2583 .2590 0.32 .2596 .2602 .2608 .2614 .2621 .2627 .2633. .2639 .2645 .2651 0.33 .2657 .2664 .2670 .2676 .2682 .2688 .2694 .2700 .2706 .2712 II , 0.34 .2718 .2724 .2730 .2736 .2742 .2748 .2754 .2760 .2766 .2771 0.35 .2777 .2783 .2789 .2795 .2801 .2807 .2812 .2818 .2824 .2830 0.36 .2835 .2841 .2847 .2853 .2858 .2864 .2870 .2875 .2881 .2887 0.37 .2892 .2898 .2904 .2909 .2915 .2920 .2926 .2931 .2937 .2943 0.38 .2948 .2954 .2959 .2965 .2970 .2975 .2981 .2986 .2992 .2997 0.39 .3003 .3008 .3013 .3019 .3024 .3029 .3035 .3040 .3045 .3051 ) II * M /fibd = A a /2)fbd = w (1 -0.59 w), where w = p f /f' and a = A /0.85qb. II Design: Using factored moment M enter table with M /cpqbd find w and compute steel percentage P from p = wyf II Investigation: Enter table with w from (.0= p f /q; find value of M /qbd and solve for nominal moment strength, M 9 -7 : li . . 440 FOUNDATION ANALYSIS AND DESIGN -1, E,2:. e w 11" i , � T he coefficient of friction between the base and the soil may be taken as 0 f = tan 4 to 0.67 tan 4) and base cohesion c' as i 1 c' = 0.5c to 0.75c The base soil is usually compacted prior to pouring the base slab; however, the wet concrete will always attach to the ground such that f = tan 4) is obtained. t I The cohesion may be considerably destroyed from water and remolding; thus values of 0.5 to 0.75c are more appropriate. The safety factor against sliding should be at least 1.5 for cohesionless backfill and about 2.0 for cohesive backfill computed as follows: 1 . sum resisting forces { F sliding sum driving forces (a) The usual safety factor against overturning with respect to the toe is 1.5, with a • value of 2.0 suggested for cohesive soil: sum of moments to resist overturning ' iI F ovenurrong = urn sum of overturning moments (b) I : The safety factor can be computed in several ways depending on the interpre- `' tation of what goes in the numerator or denominator of Eqs. (a) and (b) as I ' illustrated in Example 12 -1. Safety factors for basement walls and bridge abutments are computed sim- ilarly except that the wall is usually rigid and movements which are necessary to I ' achieve active ressure are restrained, resulting in larger wall pressures. These '. 1 larger pressures, generally on the order of K. conditions, are used for both S structural- design (and with the appropriate load factor) and for wall - stability computations. 12 -5 RETAINING -WALL FORCES The forces acting on a retaining wall are customarily taken per unit of width for both gravity and cantilever walls. Counterforted walls may be considered as a unit between joints, or as a unit centered on two buttresses. _ Gravity Walls i The forces on a gravity wall are as indicated in Fig. 12 -9. The active earth pressure is computed by either the Rankine or Coulomb methods, presented in I Chap. 11. If the Coulomb method is used, it is assumed that there is incipient I sliding on the back face of the wall, and the earth pressure acts at the angle of wall friction (5 to a normal with the wall. The Rankine solution applies to P. I ' 1 acting at the angle /3 on a vertical plane through the heel. The vector can then be 1 y l • 1 j T_ - _ — _ —- -_ -- — _ 450 FOUNDATION ANALYSIS AND DESIGN ' ; 12 -8 TILTING A certain amount of wall tilt is desirable so that the active - pressure concept is , ,-Soil b� valid as given in Sec. 11-2. Since the stem is essentially a flexible cantilever beam i here the yield necessary to achieve the active state is easy to attain (0.002H or less) if the backfill is granular material, since the necessary wall yield is so small. The yield necessary to provide the active condition for clays is considerable —on the ' ` �_ order of ten times or more as much yield as when the backfill is granular. This provides an additional reason for the preference of granular backfill. Figure 12 -17 Soil shear fail) Undesirable wall tilting is indicated in Fig. 12 -16a and b, where the tilt Is occurs when base soil fails. associated with a foundation failure. In Fig. 12 -16a the toe pressure is excessive. __ __ as m the figure. and in Fig. 12 -16b the substratum is weak and compressible, resulting in an excessive settlement '':ue to the weight of the backfill. This latter problem may th.r,pf - stratum. Tt possibly be alleviated by using cinders or other lightweight material for back till. of fi, irregular surfs ..it may -be necessary to.use piles to transmit-the wall loads to a firmer stratum, or ' through the heel, an spread:;the load more uniformly through more strata. 4 Whhilwoblem must be '` 3. Compute all the foi y;.analyz, ,as,.}usiug es may. not provide a-solution. If the forces causing on this segment of the back rotation are large enough, they may simply bend or push the piles center of the trial ci] forward and; or downward with additional back rotation. Tschebotarioff (1970) 4. For the segment: (t describes several abutment failures attributed to inadequate assessment of the surface is all cohesi forces and direction of application in this problem. plied by the arc lee If the soil underlying the base is stratified with poor material, as indicated in ."* on the system tendi Fig. 12 -17. resulting in the failure circles (shear failure) shown, excessive tilting portion of the segmt may also occur. This analysis should be _made if the poor stratum is within '" fT (b) If there is i depit►4,5..to -2111 oi411s bese-of the wall. The analysis of the circle of failure (also i= several pieces so t called the Swedish - circle method) proceeds as follows: triangle, and comp> 1* midpoint of the arc 1. Draw the wall -soil s} stem to a convenient scale. 4, through this point. 2. Through the heel pointUlraw a cirele'with the radius-sufficient tti'penetrate ("- vector into a norm tangential force. Thy may take the coeffic „ , (c) When the so combination of cony �- I 1 BoCkfill /! , i,, , 5. Summing moments I Wbackfiu ...rx / where the moment. sett eme • with respect to p0 anal ysis.e,d Underlying strata of compressible material os cloy or peat indicated in Examp (b) its appropriate local Figure 12 -16 Settlement failures tai Excessive forward tilt due to a high toe pressure; thl excessive 1 ettIement and tilt due to Fact. till. The latter is a common potential problem at hedge abutments Exampk 12 -2 For the caused by the approach till mine F against a deep -f RETAINING WALLS 451 cept is ,-Sol bulges bQCK sere .r team. ss) if 1 1 11. The � // o tt mC ario the sne'7r This Figure 12 -17 Soil shear failure. May be analyzed by the Swedish- circle method. A "shallow" failure tilt is occurs when base soil fails. A "deep" failure occurs if the poor soil stratum is underlying a better soil 5sive, as in the figure. .n an at may the soft stratum. This applies for (3 = 0 to perhaps ji = 10'. For larger values ;kfili. of 0, irregular surfaces, or surcharges, the assumed failure circle may not pass n, or through the heel, and other circle locations should be investigated. :. rust be 3. Compute all the forces but the weight of the segment itself which tend to act using on this segment of soil and the moment arms with respect to point 0, the piles - center of the trial circle. k 1970) 4. For the segment: (a) If the soil is cohesive and all of one type or if the failure of the surface is all cohesive (4) = 0), the resisting force is simply the cohesion multi- plied by the arc length, and the driving moments will be from all forces acting in - on the system tending to cause the indicated rotation, including the applicable �. tilting • portion of the segment weight. 1 ' (b) If there is internal friction (4) = 0). divide the circular segment into (ai__ several pieces so that the area of each may be treated as a rectangle or triangle, and compute the weight. Assume that the weight W acts through the midpoint of the arc of the part under consideration, and draw a ray from 0 - e through this point. Plot W vertically to scale. and resolve along the radius ...trate vector into a normal force vector N through the center of the circle and a tangential force. The frictional resistance is / N. Since this slip is soil -to -soil, we may take the coefficient of friction as) = tan o. '" Id) When the soil has both cohesion and internal friction, it is treated as a combination of conditions a and b. 5. Summing moments about point 0, the safety factor is where the moments are computed as forces multiplied by the moment arms with respect to point 0. The safety factor should be at least 2.0 for this analysis.5everal trial circies be drawn, the safety factor computed, and the.miuimtun value.taken. It may be convenient to plot the safety factors as indicated in Example 12 -2. and graphically determine the minimum value and its appropriate location. ssi�e ncnts Example 12 -2 For the retaining wall shown in Fig. E12 -2 overlying a soft -clay deposit, deter- mine F against a deep - foundation failure for a trial circle through the heel. t1 1 M • emim 1 it RETAINING WALLS 461 quit q, = 3 (4 -c base soil) Increase the base -slab width if the actual soil pressure as computed by B ( B ) 1 q = — 1 ± is larger than the allowable bearing capacity. E 8. Establish the pressure profile along the footing base. Normally neglect the soil over the toe of the footing, and include the soil over the heel part. Include the weight of the base slab in the pressure profile, since it has been used to obtain V. I 9. Using the pressure profile and the differential equations for shear and moment, compute the shear and bending moment at the intersection of the toe and stem and find the depth to satisfy wide -beam shear at the intersection. 1 Apply the load factor from step 2 to both the shear and bending moment. 10. Using the pressure profile and the differential equations for shear and 1 moment, compute the shear and bending moment at the center of the stem ' tension- reinforcing steel. This can be taken as 90 mm (or 3.5 in) from the back face of the stem. Check the depth for wide -beam shear at the back face S' and find the reinforcing steel necessary for bending moment. This steel goes t near the top surface of the heel slab. Apply the load factor from step 2 to i; both the shear and bending moment. 11. Dowels will be required to join the stem and base slab; however, using bent t bars placed on line with the toe steel and A = required value at stem base ;1 1 will be satisfactory. , i AASHTO (1977) in Art. 1.4.8B states: "The rear projection or heel of base i; slabs shall be designed to support the entire weight of the superimposed materi- als, unless a more exact method is used." It would appear that step 8 would a satisfy the requirement of a more exact method. i Example 12-4 Design a cantilever retaining wall for the conditions of Fig. E12 -4a. Use Rankine K. even though wall is quite high. Other data: f; = 3 ksi f = 60 ksi / 9 = 10° f ' 1 <,= 0.15kcf LF =1.8 I Backfill soil : ' Batter on front face of wall = 1:48 = 34° s. $ il Top = 16 in �h' ^ r = 115 pcf I tit No water w 0 0 0 II . ..t 3 ft , 9 ft 1_ 2 .417 ft b 0 Bose soil: ¢ = 32° I Y =112 pcf i Figure E12-4a c = 0.40 ksf ; i i . 0 4 1 4 . a 462 FOUNDATION ANALYSIS AND DESIGN 1 "1 I • SOLUTION (Values shown in sketch from optimizing using a computer program.) Estimate 3.5 in 1 from cgs to soil interface to allow approximately 3.0 in of clear steel cover. Step 1 Establish stem dimensions; round to even values: l 1 1 K. = 0.294 [Eq. (11 -8) and Rankine value] Stem uses 11 = 26 ft. P.= 0.5(0.115X26) = 11.43 kips /ft , P „ = 11.43 cos 10 = 11.25 kips /ft v, = 24 = 0.09311 ksi 1 1 11.25(1.8) ► - = 18.14 + 3.5 = 21.6 4 $ , (0.093)( 12) Top = 21.6 - 26(0.25) = 15.1 Use 16 in 1 I s To maintain even dimensions I t = 16 + 26(0.25) = 22.5 Use 23 in ' Step 2 Compute overturning and sliding stability for wall: � ,; H' = 26 + 2.42 + 9.5 tan 10° =30.1 ft i ( 1 1 1. i ' P,, =(- 2 1 2 11.25 = 15.1 kips /ft i 't P;, = 15.1 sin 10' = 2.6 kips /ft I From these data and wall dimensions we can set up the following table: • '! 1 1 i Part Weight, kips Arm, ft M„ ft • kips I • . l / t 1 0.5(26 + 27.65) x al 15 x 9.5 = 29.3 9.67 283.3 ( I 4 i i 2 1.33 x 26 x 0.15 5.2 4.25 22.1 3 0.5 x 0.59 x 26 x 0.15 1.2 3.39 4.0 I :+ 4 2.42 x 14.42 x 0.15 = 5.2 7.21 37.5 • P;, = 2.6 14.42 37.5 i EW = 43.5 E Ai, = 3 84.4 t i 1 I )1 , 15.1 x 30.1 ' The overturning moment M. = P. 'S, = 3 = 151 ft kips /ft F; � M,384.4 ' � The safety factor F = = = 2.54 > 1.5 O.K. t .1 M. 151 t The safety factor against sliding will be based on using 3 ft of the depth of soil at the toe ` (allowing at (east 2 ft to be lost from some means). Use 0.67c. = tan 2 (45 + 32 = 3.255 K = 1.804 K i i . v I 2 � tl! The friction - cohesion resistance F, \ 43.5 tan 32 + 0.67(0.4)14.42 = 31 kips i t ; From integration of Eq. (2 -45), i • 1 r f • 1 1 v .: ' 1.7Ar- ..ter: 4s':..,. . ��..: i _ _ ... . -r. - .._- , .., , . l k i ‘ , 1 RETAINING WALLS 463 P }y/1 +2cll� 1 P 0.5(0.112)(3 + 2(0.4X3X1.804) = 6 kips 1 E F,= 31 +6 =37 kips 7 I The resulting F = p F ' = 15 ! 11 = 2.45 > 1.5 O.K. '' 1 1 Now locate the resultant = E W on base and the eccentricity. Find z with respect to toe and i back- compute the eccentricity: ¢ E M 384.4 -I51 4 + x W 43.5 =5.378 1 B 14.42 L e =2 -.4= 2 - 5.37 =1.84 ft <6 O.K. Step 3 Compute bearing capacity. Use equations in Table 4-3 and actual soil pressure: i 1 q = cN, d, i, + qN d i + l yBN d i (Table 4-1) ; B'= 14.42 - 2(1.84) =10.7 ft ttf R N, = 35.5 N = 23.2 N = 20.8 i, =0.42 i =0.44 iy =0.309 t, d, =1.19 d = 1.13 d,= 1.0 i4 q 011 = 0.4(35.5X0.42)1.19 + 5(0.112X23.2)1.13(0.44) + 0.5(0.112)(10.7)20.8(0.309) 4 t i = 7.1 + 6.5 + 3.9 = 17.5 1 i 17.5 . q.= 3 = 5.8ksf M ' Actual soil pressure V 6e 43.5 6(1.54) , i I +- =- 1+ 3.02(1 ±0.76 q - L( L ) 14.42 14.42] ) $„ = 5.3 ksf max at toe I = 0.7 ksf min at heel • Step 4 Compute base -slab shear and bending moments. Refer to Fig. E 1 2-4b. ' For toe at stem face x = 3.00: 1 q = 5.3 - 0.36 - 0.32x (neglect soil over toe) I 0.32x , V = 4.94x- 2 = 13.4kips 4.94x 0.32x i. M = - = 20.8 ft • kips 2 6 . "• For heel at approx. cg of tension steel A Z x = 9.5 + 3. = 9.79 ft for moment Use 9.5 for shear ) i 1 II 464 FOUNDATION ANALYSIS AND DESIGN t t `. -3 ft 9.SH 1 • i l ; Stem q = 2.42(.15) =.36 q = 2.42(.15)+ 26.8(.115) = 3.45ks4 h Yy I7 jiff.liat \-- -1.92f1 0.7 ksf !I tol a 1 0.32 i . 1 • 16 12.5 „ 1 1 I I 1 1.4 ft -k 1 2H iv- 17 _ ( I LF= 18 i') I 1 i dZ 1 ,5H lj i ^' \ 16.0 2 \\ - 8H 9 0.0\ \ ` 21.6 8.1 3J \ 1 1 �\ } t i l e H 175.5 N. /19.5 23.0 ", d =19.5" Figure E12-4b 11 I Use average height of soil on heel for downward pressure; include P„ = 2.6 kips: (, q = 3.45 - 0.70 - 0.32x ' s : V = 2.75x -0.32x + = 14.3 kips t • M - - 2.75x 0.32x ! 2 6 + x= 107.2 ft • kips j J ` Step 5 Check base -slab shear stress using largest base V, LF = 1,8, d = 2.417 - 0.29 = 2.13 ft: _ 14.3(1.8) I ! 2(25.5) - 0.084 < 0.093 O.K. Note we could reduce the base slab by about 1 to 1.5 in. Leave at 2 ft 5 in. ) 1 Step 6 Compute toe (bottom of footing) and heel (top of footing) reinforcing -steel requirements: ''. } p,,,, = 0.016 (Table 8 -1) 200 Pmin = I, = 0.0033 0.5a =0 .5 - -"- =0.98 A, o.ssf ;n For heel and d = 29 -- 3.5 = 25.5 in :) A,(25.5 - 0.98A,) = 107.2(12x1.8) ,1 0, 60) 1 , • 1 i 1 I • RETAINING WALLS 465 2_ a . ':. A, 26.02A, = A, = 1.81 in /ft p = 0.006 I For toe A; — 26.02A, = — 49 A, = 0.33 in p = 0.0011 < 0.0033 ■ A, = 0.0033(12X25.5) = 1.02 in /ft Step 7 Compute stem steel at top, 0.5H, 0.8H, and H using LF = 1.8. 4 b Point M, ft • kips Wall thickness d A ; p ( used) 0 0 16.0 12.5 0.5 0.0033 0.5H 22.0 19.5 16.0 0.64 0.0033 0.8H 90.0 21.60 18.1 1.18 0.005 j 11 175.8 23.0 19.5 2.26 0.010 / • in /ft From this it is evident minimum (200 / f,) requirements control top half of wall. ; Use 3 No. 8 bars /ft (A, = 2.37 in in bottom } of wall. 1 16 in Note: Use 3 in clear concrete cover # F on all steel where the concrete is in contact ( ! ` 1 with soil (! 1 i -5 Use 2-#5/ft shrinkage —10 Place 2 #4 /N ` 1 1- *8 bor /ft (top 4, r k r -20 P 2.26 i0 /ft (3 - #8) bottom z t. l' 1IN - l81 i n Z / f t(2 - #9 /ft) 3ft L 9.5 it ■ t 2. -5° _ _ r�1 r Run olt. bars all the way/ Minimum bars 2 ) E ' for shrinkage 1.02 in eft (1- #9 /ft) '. Final design sketch (not to scale) (; 1 Figure E12-4c 1 $ 0 , • 466 FOUNDATION ANALYSIS AND DESIGN 1 Run every third full hei • thid bar ht. B Run 2 No. 4 bars /ft full wall height on front face to carry part of horizontal shear 0.4(601(2) I x (0.2) = 9.6 kips > 15.05/2, also to hold longitudinal shrinkage and temperature steel in place. For longitudinal shrinkage and temperature steel t 16 + 19.5 Use 2 (12X0.002) = 0.43 in /ft in top half I Use 2 No. 5 at one on each face. 1 19.5 +23 Use 2 12(0.002) = 0.51 in ? /ft in bottom half a Use 2 No. 5 at one on each face. 1 I Step 8 Design sketch (see Fig. E 12 -4c). i ! 12 -14 DESIGN OF A COUNTERFORT ' RETAINING WALL . The design of a counterfort retaining wall is similar in many respects to that of a cantilever retaining wall as far as computing overturning and sliding stability, ! bearing capacity, and soil pressure beneath the base slab are concerned. The t retaining -wall computer program in the Appendix can be used to obtain the wall f t stability, bearing capacity, soil pressure, and toe shear and moments for a counterfort wall. • From this point an approximate design would proceed as follows: 1 r 1. Divide the stem into several horizontal zones and obtain longitudinal bending moments using Fig. 12 -13. About three strips —top, midheight, and at base— should be sufficient. Use these moments to find required horizontal reinforcing steel and run the required amount the full length on front and back face. 2. Divide the stem into several vertical strips, compute the vertical bending mo- ments and shear at the base of the stem (junction with base slab), and check stem thickness for shear adequacy. Use Fig. 12 -14 for this analysis. Consider using cutoff points for the vertical steel. I 3. Divide the heel slab into several longitudinal strips, and use the pressure • - -- diagrams of Fig. 12 -15 and the moment equations of Fig. 12 -13 to obtain the longitudinal bending moments. Use these moments to find the longitudinal - _ reinforcing steel in the base slab. 1 4. Treat the base slab as a cantilever similar to the cantilever retaining wall, and find the shear at the hack face of the stem and bending moment at this - , location. Revise the base thickness if necessary for shear requirements. Use the bending moment to compute required perpendicular heel -slab reinforcing I steel. 5 Treat the toe of the base slab identical to a cantilever retaining wall. 1 l ....,••• . . . • _ ... .... . . 1 1 aar�ru.► . L . i TABLE 35 Formulas for clastic stability of plates and shells i NOTATION: E = modulus of elasticity; v = Poisson's ratio; and t = thickness for all plates and shells. All dimensions are in inches, all forces are in pounds, C and all angles are in radians. Compression is positive: tension is negative Form of plate or shell and Formulas for critical unit compressive stress o', unit shear stress r', load P, bending moment M. or unit external pressure manna of loading Manna of support q' at which elastic buckling occur 1. Rectangular plate under equal uniform la. All edges simply sup- _ £ it 2 compression on two opposite edges b ported I ° - K 1 - v \ b / ----.4 3 f_ ° T Here X depends on ratio and may be found from the following table: p T e o b a 1 = 0.2 0.9 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.7 3 � b y .1; I K = 22.2 10.9 6.92 4.23 3.45 3.29 3.40 3.68 3.45 3.32 3.29 3.32 3.40 3.32 3.29 3.29 b > (For unequal end compressions. see Ref. 33) (Refs. 1, 6) a 0. lb. All edges clamped o = _ A E r t 2 SC p a 6 = 1 2 3 ce • 1 K = 7.7 6.7 6.4 5.73 (Refs. 1, 6. 7) i Ie. Edgeslsimplysupported, o' _ A- E t 2 a edges a clamped I 1- r b/ K a � - - .r .4 0.5 0.6 0.7 0.8 1.0 1.2 1.4 1.6 1.8 2.1 as ? l X = 7.76 6.32 5.80 5.76 6.00 6.32 5.80 5.76 6.00 5.80 5.76 5.73 (Refs. 1. 6) P Id. Edgesbsimplysupported, 0 = A £ ( 2 ooe edge a simply sup. ( I - v \ b / 0 1'1-. I ported, other edge a free a -s b = 0.5 1.0 1.2 1.4 1.6 1.8 2.0 2.5 3.0 4.0 5.0 K = 3.62 1.18 0.934 0.784 0.687 0.622 0.574 0.502 0.464 0.425 0.416 (Ref. 1) 1 le. Edges 6 simply supponed, _ R E (IV \ -0 a - I -r \6/ one edge a clamped, other = edge a free T ; ■ h = 1 1.1 1.2 1.1 1.4 1.5 1.6 1.7 1.8 1.9 2.0 2 2 2.4 A l In 7 la 1 2 1 1 I A 1 It 1 to 1 ,>•a 1 U4 1 I 1 1 I I I 1 1 • 1 1.• 1 i 1 •Ra4 11 7r b ' If. Edges It clamped, edg es a F . t slmplc supported o - A 1- v= 'c b / x I _ a = 0.6 0.8 1.0 1.2 1.4 1.6 1.7 1.8 2.0 3.5 3.0 s » 4. I - K= 11.0 7.18 5.54 4.80 4.48 4.39 4.39 4.26 :.99 3.72 3.63 (Ref. 1) 2. Rectangular plate under uniform ! 2a. All edges simply sup- compression m . rr E Z I m 2 n 2`2 ression or tension) a on edges ported r- + a r g- = 08 , 2.3 g ( + s P (or I er a 1- v n b b and uniform compressor (or te n- sion) o on edges a Here m and n slgndv the number of half -waves In the buckled plate in the u and , directions. respectively. To find °Y + for a green er take m = I. r = I d ( . 1 I - 4 a ' t !a_ < (.'�S + 2 - - ), f. = x 2' I I I v / (I _ r)a - + 1 1 i t _ 1: n_ I . t("' /arcs to ,etisfv this inequality- take n = 1 and m !n ,ati,i,� ( 1 ` 2m 2 - 3m + 1 + 2 62 ) L o o as / / 2 _ n + I + 2- If o is to mal o ,l to sausk m --= the first i e ua talc m 1 And It to sati,fs. 1trtt t � [ n' in vY ( 1 , •I•In - Ili �a 1 - n -In +l1-FI ;Refs 1. 61 I 211. All cage damped f.r 3 3 2 - --- - - -- - CI his equation Is approximate and is mom accurate when the platy is nrarl, ,roue and n alai a, roil, equal 'r ° - - H • .l ' Here K depends on ratio 6 and may be found from the following table: O i � -� v r a b , p b = 0.2 0.3 0 0.6 0.8 1.0 1.2 1.4 1.6 i.8 2 2.2 2.4 2.7 3 x s ~ �- N K = 22.2 10.9 6.92 4.23 3.45 3.29 3.40 3.68 3.45 3.32 3.29 3.32 3.40 3.32 3.29 3.29 °t 6 : 10 (For unequal end compressions. see Ref. 33 (Refs. I. 6) to g t ' lb. All edges clamped a , = X E r 112 1-v \ a S 6 = 1 2 3 on li . K = 7.7 6.7 6.4 5.73 (Refs. 1, 6. 7) 1c. Edges b simply suppored, a, = K E (L)2 )2 edges • clamped 1 - r b ) I ° = 0.4 0.5 0.6 0.7 0.8 1.0 1.2 1.4 1.6 1.8 2.1 ao b X = 7.76 6.32 5.80 5.76 6.00 6.32 5.80 5.76 6.00 5.80 5.76 5.73 (Refs. I, 6) Id. Edges b simply supported, 0 , - K E t 12 one edge a simply sup- 1 - v2 \ b 1 pored, other edge a free b = 0.5 1.0 1.2 1.4 1.6 1.8 2.0 2.5 3.0 4.0 5.0 X = 3.62 1.18 0.934 0.784 0.687 0.622 0.574 0.502 0.464 0.425 0.416 (Ref. 1) le. Edges b simply suppored, 0, =K E II one edge a damped, other g _ P2 bb edge a free I ° = 1 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 2.0 2.2 2.4 K = 1.40 1.28 1.21 1.16 1.12 1.10 1.09 1.09 1.10 1.12 1.14 1.19 1.21 (Ref. 1) t .... i . ,,, ,,. . ...................... _ __ If. Edges b camped. edges a a' = K E (t ) I simply supported • 1 - v 2 b/ :4 Y 1 ° b = 0.6 0.8 1.0 1.2 1.4 1.6 1.7 1.8 2.0 2.5 3.0 7. , 1 X = 11.0 7.18 5.54 4.80 4.48 1.39 4.39 4.26 3.99 3.72 3.63 (Ref. 1) j 2. Rectangular plate under uniform 2a. AU edges simply sup- ai mZ + 0' MI 2 = 0,829 E . 2 12(err + n )2 compression or tension) o, on edges pored a 92 . a b b and uniform compression (or ten. Here m and n si the number of half -waves in th b plate in the x and s directions, respectively. To find 1 S ion ) a on e d ges 5 a a ey a; for a given o take m = 1, n = 1 if C ( 1 - 4 bs ) <a < C(5 + 2;,-). where C = 0.823E/2 a f l_ JAW I -- * ` If a is too large to satisfy this inequality, take n = 1 and m to satins: Cl2m - 2sr + 1 + 21 <a 1 va a, 2m 2 + 2m + 1 + 2 6 2 ) <C( a 2 . If a is too small to saris& the first inequains. take m = 1 and a to soak: Hitt rr r ' CII- n2(n- I)2 > a r >Cl LLLLLL l- s + (Refs 1. 6) a 111 2b. All edges clamped a Et 3 7 Y 1 a + 62 a ° = 1 , 1 1 - t t o• + b• + n2621 (Thu equation is approximate and is most accurate when the plate is nearly square and a and a nearly equal ( Ref. I) 3. Rectangular plate under linearly vary. 9a. All edges simply sup• _ E I 2 Ing stress on edges b (bending or ported °O = K I - •r � b/ bending combined with tension or d compression) Here A depends on F c and on a = err err and may be found from the following table. li_ ______ F e. a i 6 0.4 0.5 0.6 0.667 0.75 0.8 0.9 1.0 1.5 n. , et =0.5 K = 49.9 21.1 19.8 19.7 19.8 20.1 21.1 21.1 19.8 C c av 0.75 15.4 10.6 9.5 9.2 9.1 9.5 1.00 12.4 8.0 6.9 6.7 6.4 6.9 e,� 1.25 10.95 6.8 5.3 5.; 5.4 5.8 t 1.50 8.9 5.3 5.0 4. 4.8 5.0 x (pure compression) 6.92 4.25 3.45 3.29 3.57 H 1 i . ' s ' I ac ' 7::11-11-11 [�. ( 1 i j I : ' , III: ^ Iri - _1 ^ lilr iii ( 1 ,I i Ill ill' r ' ' i l4_ 1 ! ,I I r ' 1 � I f 1 f ' 1 + 1 tl i . . , . I , 1 ' ; ; , 1' '! I i ' IIi, :I 11 I ` 1, . . �1 ? N + 1 !: I I i it 1 I '.Ill III Il ! l i , I I 7� I 1 1�1 1( ,Ii 11 i 11 1 I 1! . i , I I I I I : 1 . 1 ! l I : I __, I, • ' �. .} 1 T� 1 .1 4 � j7 . }. '111 .- i +. ♦,y ;11 i . 1 . �. 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