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HomeMy WebLinkAbout518 I g b �. ►: a I I p oo * v } QQ EXrjfr�l Svr{ere li 1y! R/w t o ' 6 N ti o v + ` y O o $a !' , i 9 t Top o{ !t, cur i f Li r, ti t. ti { o ° Tod of w Cvr6 ti / o I 9 % ,�•t� l� fxi: '' f�i, Sur{oce Iv. R W o ' c h �° ° e o h o ♦T �I��.^w � e p � ^ IV40 a + � "�1 f•Z p v r i 40O p � h � P a'y b�,. i�j ,► Io d ^ h w � 44 'C •� �� ea o `� �% ah •, � R a 2140 y fx/�a i'r�� Surto ce N. R f!P o "' ; ; v, ti ja '" ° Q Top 0/, Cur « o o � ' .moi N to �0 0 - � � x °a'► � w� 'l ,1, I1 t 1 p fig;shed Su�toee toZell, A 1 rm- 1A i's f-67.7 slvr vele X26 4 0 o v � 2140 Axitfin 9 Sv�f-Occ f. 4/w ' 1 ' } • 3 0 40 6"x rs of fur oce � 3 1 •V + ` C 1 •+. c 1 • I R O 1 f , HOR17 1 = 4? � SCALES V L' Fz Y l" — $ s 1 _ 2040 26 27 28 29 30 31 32 33 34 35 36 ¢ EMeANKMFivT 37 38 F.L. D1 MH (SEE P LA GRAD/NG PL AN) SCAT—..E in-4{) �� - 6- See S eef 4 ,� �; II6- It ti 0 �6 • t �. -- See Sheef RfW L/NE 2 On U_ Li �; OR rN C f- w V r_1 * c O x 30 29 4" THICK CONC. PROPERTY. O C 4� t V M �5 '4 w O iQ L NE y a0 CO 6 � •� F ! II � II v. 0 Jh v , o APPROACH PER Curb Refvm DO& W _ Cvr6 Rtfvrn Dofo � -5.B. Co. -SM Me 128 R - to' I I J W (� , t G o o O p (MOD/FIE D) A d�'•t! -IS� to Q '�' II 4d 1o' -_48%45" V for Slaters/k Cv/ver! C s d/. /9 ' a m 0 ^ L s J1-C4'� j v ; h ��6 7/� De, See Shce t s = °� T = /1. 7d '' Q h II r 7 s to.t3 O �' e , t II I oa,vEway APPRLm6W. . ;�,; A 8,4Cx �� •� Q y ~ o �+ i `� t �'+ a0 I % SEE DETA/L A < < v 0 .. � k` �• i T � GNT �v o Z w Gic CURB '( F (.V• •��,� 0.6,�6•r vo 'r G y. i�QS.1 1 \w 2 �• �l1 ldd.0Y• 9s ~ t �' IZC.oP /Q`, ld' - 8 \ /7�4Q7� '��l �`� � y E Gv a L_ Con:trvc f P.C.C. Curb $a f ter per Std. //S _ _ '� ifs Z 0� 3 12 3' p AXc�rPr9it.f G � 'go r clfl s/ Construct Thickness A.C. voyement -� pq t q 6 � � '� ��h• , t �. l '� t6 t7 ld t! !0 dI Jt t 'ti• add �' F �� .,r f l4,Oi eery/ Street `D tB+s�os '*• N o' - S/ ' - to N >�r m B E R Y L _� STREET 9.! •eQ./.� eery/ street `O i �st�B.7ro D R/ VE WA Y A PP R OQ C� Q A. C. Povemenf 0 4,00.00 `on / C:"� h DETA /L (PLAA1 VIEW) SCALE : t"=4' TP 0 None o t • ON 6A G�POUNO)N 0 . BEVEL ' �iN. GRgDE _ a vab BEiPM AT R/w L/HE y,. CONC. r `�-' !• . Jill TDP OF CURB _---O-- s 6 a I` DQ VEMY _ • SEC T/ N (CLAS 5 ) APPROACH (CONC) s% S E C T/ b N B -8 h w VDIV•'i 1. Zo ,* 8o,f SCALE 1"= 2' S ECT/0 V Q —H 1., W _ • -- -Existrn9 A.C. Po ve�ent • ASSOCIATED ENGINFERS � � l,E �. cOUN1 Y i�F SAN Fz IMF ROVE=ME NI E L AIS `� 316 EAST "E" STREET - gC, 6iS ROAD DEPARTMENT Conttruef0.25�Thie�Eness A.C. Porei»ent � IAdded S+rucfvra� Section_.__ TRACT NO. 8683 Af Constratf P. C.C. Curb � auficr Per ONTARIO CALIF 91764 Std. //S � Dei, rtc! H rcrl�co/ Line co/d /o:nf _ _ _ ��� Chown -- E h Ila 9�� 5BIe 3 , BERYL STREET FIL O Checked By H -3 ROA^ CCS» Ek6R v: i ,No. _ 5 1 a _ • TYPfCAL S�CTiON BERYL STREET F � - - � - �� G'`'am �- J SCALES H 0 R Z. I 10." •. VERT. 1" : g' --�[ t. ---------_ /�//Q�,J? =t2 c •, E „ E- lioa � '� R�` 'I..Icras alp►, r saT LINTY N-. ~ ER - ALTA LOM A DISTRICT S,�' 1 2 of .v , t _ 1;, 1 }} 1 k , f 1 , �. �• � � IW R� 1 I g Existing Surface at "+ I ; 1 _ C4 M . too W. RIV To . Ifo.0 3 -EAstir►q Surface at _ ` ,� _ _ 3�. 0� . W. R/W + f '+, r N av ��� 0 '' + • 1 m Top o w Curb + � � e � A. rn hep of w i I + 10.E _ J N Of P _ 2150 F I( 'Y tYS I r - 9.60% _ t s . m m " H ao °° �0 j G• 1 i + j d 4 Q 4 G �' •Io ♦ ' e' 4 1 4 4UTM I 1p 86 9Q. X00 rf �# } Existing Top of Curb L. P1 fi► ,y of �`' + J f VP1 = 36.08 31 .19 OD rnnsi�i0n fru Erode *¢46x t Exisfin9 turfoce - a lSf/1�9..JG(//fin + 10. i 0� vl . • `.111 j _. 00 Finished5urfacr° , _ Scrr{oce of S>E + at of St. + A n I g NM � 0 0� °� 9.07% _ + M 5 0 0Go b « w ! •W .. _ J I f t .A � 1 �j V 3 2050 _ o ,�, o ,, fa` ti J + r50 I N a 60 J 5 0, y N N '° ` r °' ! _ - .- ' _ ; - • y ♦+ • - f ``V 7(� a /' • " � ' �" - V M N N m i A m '{ + t1R1�/► t 1, J�/ .� ' r nv _ ♦ Nom' {f 1 E loo Existirl Surface at t of St. +g' �+ �,P • . : YP1 = 38.49 xis %A $urjoc� c+ E'. RI I✓ , Oilj all E t�t 7 ` 111 N \ o Q 0 1 + ar 0D es + °° �• , ` c�r 1 j i A f I r G i , W r - 20 50 • o� 1B r W i r 1 g p 1 ' 'a a • A A o ' Top of e. Cur 4 Existing op orf E. Curb " + 14 0 I o N { CJ�b "' N VPI = 35.96 31.64' i Fy i, '= + Q • _ j } I ro1010, 10, �t w ao + HORIZ 1" - 4,0' .« • + SCAL S VERT 1 - >3 ( I A • , 2050 010 l _ + ; 16 17 t q 18 19 20' 21 22 23 24 YAR/ES i SCALE IN._` J / yVo �!� SLOPE �4" . / /Ml ,,, , .,,,,,,...,,,,,,,.,;;.� ,;;, ,� ••• �p See shoe f 07 . .• ..ri..,.;,, '• •• • : •. :• ..• :.•. .: . � Cvrre Dofo ��-.:., ,,,/,,, ,,,,, .., '.•; _; .• R 2000 ' 1 TO L = t.3/. Cons trvc/ 7/iie Encs Construct PCC Orirer'ro�► �ar� Cur re Dofo 1t Cvrre Oo to ; A.C. Povrmenf �Ippr000A Per Std. /Pe �Modi.'iid) T = //6.04 R = 20/g ' R = 1000 ' , G 7' /B /B7' A = 4' -Or' 4C' d t Q- -59 -/S' See Sheet 5 TYPICAL SECTION RESIDENTIAL DRIVEWAY t s /�2.s/ ' L. _ /74./0' I ( Ho SCA[E T = 7/. Pd' T : 87. /0 ' 50 10 �I (� ,,, ' r /e' 7 � I y v Cvr6 Re lurk Dofo Curb Cvrre Do to a �! = C ^ � R = to.OF " R- 10/8 N A = 95••o4 •!10 A = 5`1545" � d Carb Re Aura Oo to b I I � h R = t0.00 ', ti s0. �1 Cur6 Re turn Do to w t!.85 T !S.68 . I I I ?0.00 ' r 4 J/ 46 • /7 1� t = to.s4' T = /f. 7e ki I o (I \ 50 3d• \ 17 51' CAI 12.5' cn � • 50 t Construct P.C.C. Curb Qvtter It per Stet. //3 n O ^ t ♦ '"�, �;' `� C �1 510 t 2 4 , o o �' v • s 07" :� AVENUE _ c �;�g' ��, :„ .'"•.. S/o X0.3 fa o.33 e % •/' 1, F Z f3 - I_ . a S c/�. /' ' °r L SIo ` o m ti dti �b � ► o3 , Leve/ ine y y tia �° bye \,� b� K C' - a/ - ro. �` 9 '� II «.. . .,,,....,� C f _ -mac. .�""'•'i • sa•tZ ��' 1°' 1�wV'I�' Constrvei Mli4neS5 A.C. OOeCMel7t tip; 4`+p�11 N _=1.5 A �1 �� tt p b `�. l (I CKTNORN /a -- as ��°o bti �'� i nstruct PC.C• Cvr6 � Gvtfcr per Std• //S '\, \ �r�. Construct o.2s" T�iicknCSd 8 C ��'a A.C. Pore n•►enl /88.55' /8S. 3/ a, �\fLbC►. Construct P.C•C. Curs Gutter per Std. //5 v �► II Cvr6 o "r N a Cvr6 Return 11bto o II _ TYPICAL SECTION BUCKTHORN AVENUE t,;etin9 tr^''f. v, ����s. 10 ' �'' l' o��� C R • 20.00' 0 SCALES : HORZ. 1' = 10" , VERT. I" 4� A.0 //9• �r b �' I) Curb Return Dela Cvrd Curve Oofa h As 90•-38'-4S a II Exist%n9 _ °� ' - . o♦ R= Z0.0 R = /982 «1 b I W 2 I r I h " L = S1,64, �, I �ufte � W A • 83# -410-1!? " d = 5••.�9 -S6 e 1st ' g Curb ��' 7 ?O• Curs Return Do& h L = t9. t/ [ ms.l9 " T= t0. ?3 Q IR tx h R• 20.00 2 + T ! /7. !1 T = 98.07 ' ~ ` o II co II 0 Z v ti 38 W 37 •� 7 = t3.t3 •" Q i /e' /e' i W 60 �1 ,C r6 Curve 00#0 'JO � �v 1 • • 53 R = /982 T : ,• See Sheei i7 i � i' � o c -� T = C4.45 See Slee ' 4 ASSOCIATED ENGINEERS FIELD K)OKPF COLJN1Y OF SAN BERN!!1•DINO iM��F C�VEMENI F'� AN :� � 0 NO 316 EAST "E " STREET _ _ __.a. ROAD DEPARTMENT TRACT N 0. 8683 ONTARIO, CALIF, 91764 Rt�ae3 rs�> �f'i'EL3VE�% GY ' • Desigrec� By ---- .--_ _ �• 714 -986- 5818 Added fractural sPGfic-n �sDrawn- G 3[1t-1� BUCKTHORN AVENUE F1Lt. no. r �� 0. 14L m JRevised tyPicra/ Section ��. o{s/off.. LP"' 6(1�t Checked 19y A6 %. R?Af� CORFk K_R Al n i e -. F a !Revised"Typical Section's pmri/e �S �'Zc(74 Reco-.-ded by 21104 VfFII,' KVISION's IF,F, DA E to"I' 1 / h ER0 DISTRICT H -�€- ALTA L M A D s e g or -7- 72- 772•if c } ; i RETU Rh 33.46' A I A I A eme # .. xYs ing ur fate Top of N: Curb ri to m + 10.9% ,/ I k I - rD OD 0 0o 0 i 3 1 20 0 __ ._ . __ _ . _ . / 2090 + 0.40% I i rty i► �. .'. c i a • 4 �1 e` Y.P.1.47.03 , Q p Uj i 25 25 Existing Surrace �t of Street. : o + = o r I * t A t _ 2090 2090 U : I Finished Surface at t of Street m 12 1 # i o: + �° + 0.40% +1Ln . { 40 o Q Ln ZF OD 00 w 04 { °° # m o Exist'i Surface at S. F?/#. `# Y.P.I. 85.85 [ 200 209 +(7. +1.06'! Top of S. Curb 1 I o 40 a _ a o ox ° °r • - r 4r� y t vn i Q f7 +p p Q Q E f j Cr {X to �p • �.. N 1� OQ c•7 to Kt p Ln t �[ • 1 ` ri+ O S + •H + .n +� f +� eo �p t0 L aD : PROFILE • � i # 3'9.90 1e8.29 J9.8b SCALES HaRl7 I;; : qL>' ' r. e �. V R T 1 = 8 ae io Mz 40 •N e> ON CURB ON CURB ON CURB `� • c r aD aD ao V.P. 2 3 _ � .P.I. a15. a • • e 5 4 3 2 ( 4 ETURN 4 O 28.49' P L N SCALE 1' =40' aAS C M DATA Q14T CtPB DATA Set Sh R = 38.00' R = 62.00' , A = 253° 44' 24" d = 360 52' 12" 60 . 1 L = 168.29' L = 39.90' 80 T = 20.671 - �� W SII 7 8 10 7. I Cuta Re Oven Do Ar a Uj II I v. «, 'R s L0' �I ll I a < ��.s6o'-sa' Q ♦p `� T t tZ.lS Q� I `1• I 3:tt t op 4i t I,?,8f 17.70 : : : 9 7.to __.. ds,70 �►� .� 4 N v w c � I t�• �� — " A���3 ,Qr e7 A.C.c. Cr.►ca t�urrr.e �a _6= !/5 ct m sm6 r P.G.C. Ci MS Crvrree R9f•S1D//9� �S 1 0+00.00 y q0, 4 CITATION s Z o COURT , ;a h� ` 1 NICKTHORN AVE. O fil p I Cc^us7Rrxr Tsai &A1PSs n.C. AKV�&M�_ t0vsrRr.CrRC.C.CUR&¢W77M AS? sra .ra, ti• � _ o t5 t5 op I 5,47' 74. 78 " /OZ.00' /Oz,00 7Z• Z4 2 �4 •°°,�, � Z � � 12.5 .5 .5 / � �ss<• I99. 6 % a @ ll 0` eur6 Return CO& � 11 � � ° � � ape. 100 R 10 'V R = d/' 11 Slope rL eve/ ! •.t7-YO 0.76' CIS - c.r. i���,�r•^rr�r. d �r •�' L 9 S10 a ����. �r�/,•��/�j,,�o '`Cii� � ------ 18.4 T /7.17" 2 p V� - CWesf of st.. +�o conlOrvaOO•Zd7biCkneft A.C. Preif on 0.3 CI. IZ A.S. 1� �(Sto.2+7o E4sf) Gonstrvct a•2S'thicknsss A•C. on na+'ire so I Oc `l 7 contfevcf P.C.C. curb f Gutfer per Vdf //s CD,j ' cygyr amWA It TYPICAL SECTION - CITATION COURT R = 62.00' 0 A = 36° 52' 12" 6d SCALES : HORZ. I 10', VERT. I° = 4' L - 39.90' R= 20.67' a Sh<<� S ` FIE:, _U POO F c _;+v7 Y a SAN E F == �n ? �s �f Intl F� ;OVE A E �I F�. �t o W4 ASSOCIATED ENGINEERS � ' S • _ , _ = _-- - ROAD UEPARIMENT 316 EAST "E" STREET - — TRACT r40. 8683 ONTARIO, CALIF, 91764 � Det•q +ee Br _.. ._ __ __ 714-986- 5818 a Added sfrucfural .sec•lion " �S Drawn�-- r S' -3f-7 714 CITATION COURT FILE. r4")• v '1`^'lZat O'eckee fly )9i t�A.4y ASS1 RGa, r .,, a y._ .; 1 `�o. $ S �-_ Revised Tvpical.5ectron /o a{slope / - jRevrsed"Typica/Section'"� Le Profile ms T ,:� fi/ stzgr, ' ,�yDill 1 ��_,,' k . , . � -, ALTA LOMA DI STRI CT '`` ����` �k. V. . I. = 12.11 31 .64 0 b b 1 I Q 8 4 4 4 4 + O O 8 ! _ O ^ .n • ; i 7.20'/ = o o, 9.26Gg/ ` 8 + o ti5. f xfsttng S4faCe at txisting turfac� at !4. RAY. of N. Curb Tan. Grade_+ 5.µo + + � + r g yr + OQg t _._. ..... T of N. Curb - _ 2fi4Q : ; « 2100 t I + 0 92% 4 ; $ to W + 0.92' _ v o i o { + o Exst Surfacet of Street 7.20/, 4, 8 8 "finished Surface at of Street 1 8 1 t7.56z 1 1 U1 en + « $ existing 5urfaoe at of Street. + _ - r 2140 .- _ _ .. -2100 Finished Surface at of Street o $ '`, + 40 to + 0.927. + 0.92 + 1 i ° + dos• ! � � W' � czj $ ! i ton. Groat=#9. 3 . $ $ Existing S face at S. R/If y « o ^ Q, N -To of S. Curb g + + + + + - P 8- 100 V.C. o f + Lq txisti ui-tac6 at S. R v.P. = 36.74 + t \ N 7 20. « 3 -. _ .. _.. L7 •_ _. _ .. . ,__. _ __ .__ _ _ - _ . _ 140 _ M - / 2 fi Q0 Z g ; To of S Cur a� N H i 'ri NM _ 0D o +.9 40.92 ,�o ooas ° L in + o. 920/. ! g - c q ' H j b a a -RETURN4 ILNJ r I 31 18'Y,C. I i I - VPI:04.53( j 0 F LZ +HORIZ : SCALES VERT I - � ► ; t � 100 r.c. T 6 v.P. = 36.71 4 3 2 P L AN SCALE I 40' See Sheet ate Ice Curb Return Dofo R • 20.00 pg ' ' d!' A - 90= -!B'-45" L 3l.94 ' ' T • e0. t3 , ; 23 24 25 26 27 28 z29 N a of � IN i !4. 1,5 94.73 ' !4, 75 !4.73' !�75 4.75' N I C' VSTRriC'T PGC. CY/�P6 Gli�'7FR/�.� s7D.//'s. T R 9 C1t'bass-G[iTTEre 1 ty� t CABALLERO DRIVE �, CP n N 89 52 35 W C.OvSr,FUCT TIY/CA-AI$ �4C, pAr�1�Ar! Q b ��'� + �y`e r C 7./0' 97./0' 97/0' 97/0' 97 /O' 98.00 78.86' t ' c pL '/ � s, f' I -- tAj 141 ° Q Im I � � 1 ac 36 35-' 34 33 32 31 30 #'1rr' ago' 3 /z' Curd Re yrn DoA0 5 5 .1 t��• L 3l./9' Al A°' Leve ne .__ ,�:� 0.57= --�� .•.�r ,.,!r/r�.,rir . � 0.7s-:: rc -3.5% 3 ' - Y c�1gTRLtT"-cc.cues/ GG t,57MI T 0.2S'TrKi anm �7 PCZ CZ#M 0 cwlr/z P Plepe _Sro. //3• A.G i�e Gurme FFR 37D./is FIELD BOOK FAL`. C( JN�IY OF SAN BEf'NAR'!"r�r� � TYPICAL SECT I ON - CABALLERO -DRIVE ASSOCIATED ENGINEERS t«. - '. ' I�IF��C�VEME�:NI FLANS Scales: Horx. P' = 10'. Vert. l" = 4' 316 EAST "E" STREET - - --- -_ - - ROAD DEPARTMENT TRACT t� 0. 86 83 �ranc� ,�{, ONTARIO, CALI F, 91764 ,S Dr. �ned h, . ` : >vt�... E, { 714- 86- 5818 © Added struct�rQl secf,o�-_ '&C, _ ® ° - 'q?C�1'� prom B 3 , "1� CABALLERO DRIVE FILE SVG ,Revised"Typical Section 4 o f slope L,- Qs ;Revised Typical Section'-_ _ y �G QQ�� 70_FK(1P z! Q �Paised curb /.0/'4 9 9mcle/09'(P-Orme) � � Rvofrr tnded Bp � DISTRICT - 4)t. �710' r ALT MA DIST ICT�3 hf Rr ON w c��:. e Y A LO R SHr E 6 of _ 7 R . .321104_ T Y _ . f .• - } Existin Surface at N. 'R/W g g } O } i { ` Top of N. Curb I E 40% + I I 2140 _ �-'_.- 1140 i j W ' S J ! Q r Ac It Ln d ! i Q N 1` ♦ j i t J .� Existir►$ Surface at bf ttreet I `�ti r + ®sled Surface at of Street m 8 8 c I +0.40.0 _ 2144 _ _ 0.9 2140 t it- t 1* t m E + { S Top of Curb g g on t 0.40' ' } } t F 2140 I - 0 0 0 2.140 ale /e �/g l6 Is r + w a Existing Surface at S. R/W j f � tp • � � � N Cf ,O - I v v r 1 8 • 4 I o ' N ' V.P.I. = 4Z.96 : �'c s,•. ` I j PROFILE 1 .sai6e.ss i ON CURB ON CURB ON CURB SCALES HCR 7. i�, = 4" , VLF7T f' = 8' 1 13 12 II 10 9 g 7 P L ' A4N = 0 / 11 16 17 r� 191`x' 20 21 22 i • of Curb Curve 106fo I H R = 62.00' ,- T 10.07' *7 %p. 4 v 39. too.SO' /00'x17 /O/ ! �o �. / O /2' /B' /a /2' O W covsrR'vcT -cc- cU�g >` G[/7TE�2 p.C�r s7D. /IS T.C. 39.61 � �° 33�• CABALLERO " 6 _ DRIVE F. 38,9 = I •i �o W CcwsrtucT TH/CK�f/E5s A.C. /9gvEME.VT -Z N 89 -S2 ' 55" W �0' B 46. .Z T.C. 39.01 h N rccwsrRucT Rc.c.cuaa ccrrTE� sTo./rs. �'•�' 23+69•Z4 Bue E(horn A venue 0� F.L. 38.3x1 � � 5�,,�,• . W ked \ --- -- �� �5� i� ,' [e vel L �e >� _ ,,'• a ' O I 3�' 56.07 97./O' 97/O' 77.73' 3j �� C' .J Moo' �,/��i�du���.vf 0.76. 0.57--- look Z a P ( d '1 E'•1 — 4 (I �y a 0.Bq `'/' �, ,u a 1x8 G 50 ' o; -w 0CWS7 AWCT P.C.C.CLAVA CGMsrA icr 0zd 7wnrt'wrws "'m o Cs[/TT7 A PlrAP sra /i3 A.c. P�avEMENT on 0.33' L I.a A.A. pl •Q, -p was+ o� sta. rrtfoG J - c, ^ ko II Z o II � J 0 C-ons+rust o.z5'Thickness A C. Pavement A 0 ® East o �• S I 0 N - CABALLERO DRIVE r e f r fo W Cvr6 Re Turn Do to TYPICAL E C T Curb Cu,+re Defe s Car Curet Do to Cu 6 R v n Do R = 38.Od" w R = 62.00' R = 20-00 ' � R • 20-00 ' =44 tdr d = 36'-5t -/Z' d 89°-8/ =/5" QC le ,o Z d r 90° - 3.6 4.5 L = /6d. Z9 L = 39.90 L = 3l. U W II L = 3/ . 64 _ T = eo.67' T /9. 7d 2 Q V T = t0. Z3 15 44 13 12 I I 37 /P !Q /Q /t so See Sheef 03 a 3 t I s ; - ren A` <, C) C` i ) F ,.(. fly 1{ � ti i.' 1 Z1� f '' ).7 '�" s " ) Va 1ti.. ASSOCIATE D ENGjII�EER, _., �: . ._ � _. ., : r _ � .,. - 1t��� �;��� c ,�E �� r �_� � � 3 316 EAST i, 11 s z i T ROAD D F' L. T R A C� «�.^ N 86 8K--,)PD ti ONTARIO/ CALI F, 91764 :Added s+rvclure I secfron _ --___ __.- 714 -4eF,- � 16 CABALLERO DRIVE ;Revised Ty/a/�41 Section /, o fs/ope . ;� _. �� ,.._ y_. . _ ��' ---", 9 ���� � © Revised "TyPJco/ �+ection' /��//�/�. r l9.G �nA n c ; Q Raised cubs /.0/' and groat 09'(Profik�cam- __ z r, / ` 11� /DI,3 ALTA LOMA DISTRICT { •—•i�-�-�- •.--•- • 1°' t '`:i t"►. r �4 E _, i j �. -_,, t R. R C f �- - r AT t~ 7 . > .21104 ��' � _ _ r _ � ,,M __ _ .. . ,_ . .. _ t _ .. . _. .�.� _ :-.. ... _ _ .,:_ .. .:... ... .... .z _. - .....,..__ - --- - -- - - - - -- ----. .. a- . __._...•. ...,.y.__,. ..,a, -... _._..> .,:.._. - - ._, . . . ..u.,`_._...,.._ . Esc rt•