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' 1/ . �� . p - t P E Ti,PoM , U�lT/ON. ,4pOP0!/�1L I : ./_ ! E1(15 1NG 4RO41x; ' r _ , . 8t 3 /i I . _ CLL BE EN K/H i(/y1 L CT PEv QNO�!/.4G 1795 - , _ - a / - /'/ W G E .SL ST,PI/ (/.P.r1L �T ry •PE G//.PE�f�JENTS _. . LI4 �Q 4 E ¢1 v i v .+ Q r • =� a Sr/ G� G.POUND ��- H.4!/E BEEN MET. t 1 1:: h /� , : Q g ; V ) �`� , N �:/� 7. A PE,P•N/T lY/LL BE EEPU/SPED i.PO.N THE Jrd&BE.PN•4.P0//�•O COUNTY .. r -;-- - - - - : , .- _. tJ - �.- - it - - - - ' I I - :�. - �I n . O O of TiGfENT PRO T0.4NY E C OAL)yME/VT O•e CON TRUCr1O m D„ �/ �T , -; - K//TN/N E ,Po.1D P.4,P7 N 5 E ,el ",-S o J OE IL1E T ,45E,ilE/t/TS OF RENTS G3-Ki4Y g _ i - . o I' /s `s _... O ,_ / f/NI f/ UR ACE 8. �lOE4G/.4TE Sr,C�ES S/1.�1LL BE SET BY T//E ENG/NEE? TO .4 E E ': p IN 0 x to S f ' - _ N m 5.� EN BL 7Z1 N s 0 0 1 i - r � CONJ',P•4CTOiP TO COrT/STPI/CT TN,rr{tiO,P,P TD THE PLAN G'•P�IGES. /i N _ yap : j� 9, ALL LATERAL C(/T.3 /N COUNTY MA/NTA/NEDROADWAYS 5HACL . : N4l ,/� . : � ; S - m • . , / �3E TE TSD TO vARlFYUCNS/FICAT/0 T O / - � h i �� 9 a R.C. A T - 0 ! VART/NG DEPT TO I . i� °0 IS O H/N O•S dF G A6iiv PL p E _ . :/ 0 o /� I TOP 0-S SHALL BE D9/Vs/F/Eo ?O /o N- i urs LL ,(3E TESTED /NACCoI?,DANGE W/TN7"H o�PAG' - . - D L S /TS . S dv L / C - ._ ,� . 1 . T /NCD N SCCTroAV G _;. . _ : ; � ) . 1N C o /�/ O PL'Gf/ C T�D �S QE T S A R COUNTY !JA 5 AND �, , ? S A N � v T l�! !� N I ¢- 80.G�1_ 1!C. -�� O )j/� /�: /0 ALC i,of'E,P,.1I':rW ?"I9 GAS X124//1/S.dNDGDTE,P,DLS' S//GLL 6ECO/Ysr,wr/E1p - 4 �x�sriiv� �1/t o�/yL% P./.-� /,35 , �-. TO E.QC/i /NO/!//iX/dL LOT PR/O,e TO, �Al/NG• V - _ _ 1- 3/.7f f f-� k //. 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I h n t l : ALL !v0/ OQ DEP,QESS/ONS SNd4_ BE F/G<EO 9//"/7.4 F/NE G',P.110E/o I - / I - {{ - /t�1.4TE.?,4LS OFq QtwL/TY ,SUPERO,p TO 77�E /1/ T/!/E/1�1.4TE.P/GL. F / A R P,POF/LE S d 8 PE tifiT G2oM THE S!J/t/ /VQ>?oiuo COUNTY FLGt�l� C4VTRc� /STP : . �,� _ CLE O ,._ , ' yt/rLG 8E PEgUr,PEO P�PiO.P To 4NY E/uC,P0.4C<1,1.1457 rs O,e�VST'eae ,.7 ..•-. I e N I K//7x1/N FLGOD CGIVTR�G P/r'NT-O�GW i'a,e eaAl,VdC,rlAla Ta<1NYEX/STING,' 2 : , . : ,�GG�O cavr,POG c�'r,r fAc-/L/r�Es. PE,P�t�1�r"6> 5rBE Qr THE O Z .3 4 . L2!3-T,el'- s- O , iCE ¢$D.dYs P /O.P To oPOSEo STa,P1-Of'CovsT�acr. 5 6 Q 9 (4 /f' ASPf/,QG T GONG'.¢ETC' /S TO BB PG.4CE0 O/REC YON I 5'UBOA44Z74 A S4/L 5'7-ER//-4Nr RE(71s7-ER6D BY THE E.P..4. 1. FOR USE UNGi�,? A•C. .4N0 PC.C. SHALL 8E UN/F0.2ML.Y CONC. BLOCK WALL- PEFZ GRAD/N6 QPPG/EO AT THE M.4NUFACTU,PERS RC-C04,f"E/VpEp .r,47-, k Q WILSON AVENUE BEECHWOOD DR/VE PLAN rNIS TlRiACT I I F02 THE F�JLG PA(/E4Z_ 45 wi�TN PR/o,4 TO PAI,/�-C SEE SHEET n/Q 2. /4 .2c�0 DEPT APPROi- c5 GEES' NOT /rUCG t/L7E r vQ TErZ SYSTL�Y1 ., An/rp EST/MATE OP' QUANT/T/E.�: K U SEE S'NEEr Iva 2 I Q ' J_va CONC. ORA/NAGE ©ITCH i I PER G,4Ao�NG �y I x[:.o� / Z 3 N -_ v 4 5 I PIAN r�is rRacT �, I ti _ ,h 1 s�,_ COI�SRUCT I OIJ NOTES ti �� .i " L1O� 1 . CONSTRUCT 8" GURB GUTTER PER STD . N0 . 115 I h 1§1 IIt i j �� � 1 � 1`L 2 . CONSTRUCT PRYING BASE PER TYPICAL SECTION 3 � 4. I �I IQ - ,� 3 . --_II IL 11 �� , h�� I ?QD 4 . CONSTRUCT 6 ' CROSS GUTTER PER STD . N0 . i19 Q iJ Q * I 6. � D I i. x� �O' S . CONSTRUCT 8" PAVEMENT DIKE PER STD . N0 . 117 C11 � ll _ i $ I , L -} I- _- -- _1 I I- = 6. CONSTRUCT BLOCK WALL PER CO . STD . N0 . 301 (Nsq) II. - c�vsr2uC 7 • CONSTRUCT 24" R . C . P . ( 1500D) 'a 8 10 I � -2<7rQA-_WAYCUG E,�T$ • CONSTRUCT TYPE "A" CATCH BASIN PER STD . 206 8 2068 , '�� - : X-14 ' 8 V-4.20' _. - PER DETA/L j-„ 9 . CONSTRUCT TYPE "A" CATCH BASIN PER STD . 206 8 2068 �� IV 7 f'° gh k�'S ` Z4� 1� 7 6 -=--_- X=14 ' 8 v=4 .3-7' 1110 - e- - �1 -- , _ _ _ E 1fl. CONSTRUCT LOCAL DEPRESSION PER STD . 203 , X = 14'' `t °1 'h 0 Q1 Z --- ----__--- --- _ - ----- . " �9� ) "*�� p ti% ( , FUTUPE CONSTPUCT/G;"/ i G•},'/*T• EUCAt-Y7al 7/QEE-1-•70 /?e�A/,,/ 1 t'yo,- ,-$-r4,"p re- ro 00 9 !O N i 0.b 1 e,yov,EP 3 - - - (V' . p { J - !-- 1 --- - r.41-L, F-�,ST 0" "/G G S/OE ,QD. I. / - g 1 - __�E'FGECTc3.e�Q5' Q ' 11 `� r A VENb E •F I , . PE.2-STL: 3c2�# _� -.- VI . KLo NExtar F�cA�.�PT�s D `` C- N. 1 Q y __�E_e0, ro 06 REMovEo j Q �Dl , 1 1W �� 1 t2 /}.d ` V I� rIf i y°'9 i W/GSON .4 V,45. I a 11i 1*1 44,, 4i '` S/TE 5X B IIN V 7___,!5w/ST BA,P ELS N'/,PE FENCE TO 8E� elf-/OVEO I �l I N . 1. x R r I I Q: f��1 % Ii IQ) - - _-WI�'�J Fs3CEs TP ",4rG'N cGJ,2S - t I V SEE SA1EEr NO.. 2 - 11 � o ��/t_t_ e.oca z. �ave�ss o� 0 /2' /8' /B�i2' 19AN ,4N WILSON SON A VENUE LL�� - N - rj e 4_, . . To ��T�u - .� 90' _ =� -C � .QE�y[JLA G. <a-.- - ,. . o 4- - --=SGL-/L,,4R' S-G'.40<9•- "14- a J^, sr. (, _ - �Oi/ A`K� 1 i �• �' SEE SflIE'ET Iva. 2 Q LEMON h . /9. _. --- - - � _ _ PEACH TREE L ANE - -- -- -- - � a.c. srcz��r - f2� - Igo �g' �T V I' Q W -- - - ` .��6-.ti�.�.r-Y S• ----I-----ICLsR�N5/7'/ON_ T �' �¢ 2ca' ' �C =_=\e�0:7 f B"T IP"G'_F a p5; ' r !2•SI 5 S' 5r5� 12.5 f//G�/GAN� LZfvE. / / -1 //4. --l_yv-cao a p,2 - 7�7�P.) �- �-Z mac. ` - - I I - .,><a3'oN�TE e.4e*ZhVC F- }. 11 /411�' �• A' , ( _ 0.33 O.ZZ 2 0.33 '' _ I i, .4.14 I \ �" -- - BGJ1�O![V�i PLtpE2 stoP2�/Q': I' 1 (-E✓BL L)NE '6t_0v--- ' . " i9TN .7r PROP. 33 .Qc_.r� AS PSR I I 24 '.Q?c.v I I _�� ,4.-aJ�c� c���^4/,_.1Ci _ ��! CU,P!/E OGTA ?`.PACT Nla 95cv 9 L �. - - r- - - ,Q -- L T Z � Q F Y/ �-�� p \� _4, , ---�?C.P.a(/6MENT'RB 2 GEN. NaT� NO. Gs - 2�yV N , , ,, - G= -c�cz_ \ �� 'L�` R`?J -��O r Gam' -. 107�-=1�9. ��- 1 N e ��� B.-°X',592D ZD. 3/. 76 2G7 33 �� 2 �- 2�-��F' A r� ;� / - ! C-2�'-i•323'' 62.G�'25.49, /2.99, 2 x11 ;'' . a , I tiS G �. a a-toxo 2D// .4B.va-a7. /.5 2e ,0 1� . p �, ,E--410'o7�ON ,00:7'-/.4zao' /C//V/TSS /t/l ��� , - ��r,� TYPICAL SECTloN_ - �/ BJP 1. J � ..,, _ �:=- 9°Gb%4o' 32.Gt? ---=4.9.7!l_3r,¢,�,�' SCALE^-/"-20G10' 11 / �� .- .. - ---_- t \ X SCALE !': l=0" j� -_ -- - .- . - - , v - _e _ ;� - �, � � _� _ __ _.ate._ I.. „ it N. 0. N0. _ M m 11 9 - 1 ... I C���I'� t Y I"� € E �lA�tDINO 4PREPARED: BY: �' g. �� `�•.u.�$ ) a� TRACT N4 9588 gY .+✓� B p /o rsn/o e w 1' r`W�M ! ° ALL CITIES ENGINEERING INC {` ' ROAD NO. _ _ (l �� 1 fJ =PRdPs�5EG7 C.Q AS PEI STD. 208, L �/ST__. G'ONST aro" O ,, ' . � ' �f =�3s' l v-�' ,-25� reacr 9s�s _. - g6� -, /.��Z4" _ ' I' :ts, E�. xt 3rte« aY s�,E:�c� Y T IMPROVEMENT PLAN - �' "` .�-s aRat_ 300 POMONA.MALL WEST POMONA CAL,91766 4 - APPROVED BY . E E ---- - - :Qco orza� sc�2 -___ TEI PHONE 714/622-1034 ,PEILLY ,� ,rs'TdRM - i � Dwa. No. 07n*) . ' _ � w,,_4Sc�w Avg (/ o - S+,iatlT E� $ o SMAN A NUpf - --'""_" r -!!L�' - C E ASST COUNTYE'WoR ROADS OAT '• - -i VE G - LU IL NO �F _ w .�+ A t _•_+ l S 6..�Cf� / �G�!�+ ��! �� "- �i tt _ �Q A E 4 E C C Ntt E Y ,- _. y c- I ' �OE3/ADROVEL 8 �` " filyd C�,l -:�- - NO VICINITY M s r -- c� j _---- -l- X20 sCirc lac e ��-r /-_ /? /4 59 �# E�i_�3iO�l A � ATF ASST RCAO CA Y€4k C TY At-SO GENERAL 8t AP • . _rx `r'--..rr_-w r,- _ _ -__ - .. ._____- - -.___ _ Fi y - - ER �as� ,:AT w ENGINEER C,At NE T 0 ,V,01W- 77024 I I I i ' . __ _ : r- : - 4 i i ,pI' _. T' i t r , i F • ' - ]{ T . i : i . . . y`J. �� ___..__;.. _.. • _ I � - t F ._ - :_ t 100 Y. c aP o BOL r / Pa//vrEo'ci�cE ; _: ___ A 2 P.t.t 2,7e� --� -` r T- r- , - , _ ♦ ; _ r__-__- -- -- - ON U o , F f1N�UR8 - �ULT, S.E. CO,e WIZ50AI At1E �1 a ,4/,f�JZr / /rd E I �' R 11 I :. ---, I I _ - - a P. 9,61 \ �4 �' I . V i i V -__.. �,-___r_. _ 1 _. . AO.A�(/.C. 9/B/a G� DAf CU,QB �l EX/Sl,. GRDU/Y4 !P tfLh=. v %4 l -- - _ - 4 , - < `--_ �,ql SE EEt I _....... y . r ; --- . . , 4 _ Pi 0(5.92 L°.31o� - 4°�h PE /B __ __ - SI EWA K FINISH 29.52: l9 z 2 0 L i}V "- ___. -I- -- i - = b : .. :...._. .; _- -- - - - Tom- 1 O 4 -_ t- s GALVANIZED STEEL ANGLE N �- V P./, 075/ h V �9 � .. R L c I - I N li h Z 2 , a. R/W . S r__ r r 3 . .,,, '1 I _ , ! a .. - v, °� J, �! r L ?5.99 h a1 p _� a Ia0 _ L A L BATTER 4,12 SLOPE 4 PER FOOT % O. ' A ___. V l to Is h lL \ 0 M ° v - I j,. Ort/ UR5 \ R. n1 h "i; NORT!/CURB . . --- , Y k g I -� �_ . V d �Tl>POF __. W . __ . per. eta (� I\ t� a - � - m .. I N r 1�'y` tNl _.. _ - - a'} '1. �-- 4to i I k �, 3 N / -EX/ST1.Y - _ h, O IN G\ NT / E PeR STD. NCt //7 .. ; P - -. . :% CONST.' PAV�ME O K . .. r_. _ ,. , - n f 4- -- SECTION A A -- ; _ - ,v } , : roP o� n/dRrH c�>l� rA - CZ O - $ __ �, f > `No+e: Add 0.4Z '�`or w _ __ :. _ __ - _ 1180 % -. GO% IB. �� . 8 _. i_ , NO+ E 6L'. Of 1VST 78fa 4 : m -_ - r . 1 - V V ° D � _r.= ; 11 Q 1 i •7`c d t�v s. .. - _ . G . /, O Q _ - _ _ - 3 �2 / \�. RTN; E PA i ; _ i , _ i - - G \ r STR'CT/ON _ _ -_ - FUTU,PE CON C1 - { • • ; - - t - �� r , -_ . . - ,- . _ - -- .• s�._ i . __ T ____. 6 7 FUTURE C!lR,O TRU lLe E'/S IIY r1tf� 5,�8'� 1. :59.03 - - „4Y. 7i Q. NO TN CUR _ _ _ . ,. I 2' CLEAR - 0/V 1/ (/(�1 , : „ 3 AT 12 MAX. :_ ++ - , : _ t 4 ; t #! 8 - - PPavoSBQ 3S 4,BC.P, �^7t�r2lVf , I , • - - - - -. - � A x r 1 CLEAR g V I t- - . :: :: ^ \ T-� r.._. _ P-7- �� . F�.2oPos�o C.o. AS � � .. C a �� , t \ � T T: F_ :..-- : : � , it . 1. I - V SECTION B B 9 A. ti > - -- : 1 : 'An ,o„ J ((�� ` '2 1 h1 h N \ m _ $_ . �i ROP. 33 R.C.P. tSTL7 P.9 ORA//V N �, + I i- -V IN , i INLET TYPE II - _� e PE,q TRACT /VO 9269 -- O, p h . _ . f_ bN v :._ ___. . 1. o - t� �' _ t`t , ti9 - m ______j I ;.__ /8!d C� 780 . : . /83 - - �> 784 I _ _ N , - . _ 2 V , - , ; , -1 F ,_ ; /.s I �Jr•� oa �°� .-. - - I /S / .Q !VO I E TN G OU I �-vl_'� I �` -- i Rw = I I q4 X*97/V6�6-M-1N0 / - . r ' G'M I N. �_ i i I -11PE PER FT. sLo 3 t- A � • s g __ - lo� � 6 _ I -_ . _4 t • - .: h e t.. I I r - --_ f'�`: . - TAN. GR. 6.D4/ - z °fe - , • 1. -_ _ �` . I o I - ; SSS 7! '- .�' • . , _ $, ,01:2992 . ; • i ' , L -.? 7G I z - = r0 `__ . - - I _ : SECTION INLET TYPE IL 3 i - =f 0 �� __ r : ; . QiY GL/P5 I = - -: - r I �, - P/f6141V i I I ' I 9 9.99 ;-. - '. / / t(Vxy p _ : m _ I - - - - - z % M e i I W -_- sour. FSE a�Pry . -: , = �i N I a a I �TOl�OF SOl/TN CUQB \ �h �' J It (y� 0 ._. _ ::..: tli N _ ��f" - !' 0 ._. r... � - , - IN - : I 311 _ - - �, - 1 K i TG. G2 564 f m �` I . - - � �4/ : 70 - , : a ANCHOR , �4 0 c� `I� c4 W -_ p - - - - _ _ 1i O ` ---- _ - - . -- � \T _' - ['7� O a - ; 9999._ , - - _ � --_ r N - ---- � ;?�,C1OR F ,BOX TO BE TROWELED S.MO . / . - -- P I T - -POINT P POINT _�'__ _. x q -- `� �� 0 N N GROUND- - -- , 4 T I� . 0�' -- f } Q , f ------, - -POINT M : ' S__- I � THE .TOE 0E -SLt7FE �S i iTHIN- THE Ji4f '�t4ET TYPE, -I E i T# 1 i ' N �X. { +H -E --- 40tH I _ THE 'TOE }BATHER THAM AT T;HE, R/W LIME . r - -- ��. 9000 (/C. __ __ F.- A s - }__ �' Citi F R OP DITCH APPROACH TYPEII ) THE ' EXTENSIOv IS riC}T R£( UI2£I3 i r ( It P,(=07,99 a Ba ° ' ►14 - 4 C ;_ _ PLAN �y.� I � N l WHEN; THE BACK OF WALK IS 2 OR MORE FROM THE R/W .LINE . ; � >\� �,� \TORO 5)5V,r1-/G'U,QB if `:_ � � � p � � {P F , , _ -. TQF OF` INLET STRl�CT,URE (TYPE l �, Il) BE FLUSH ir!ITH ADJCiCNI StR1Yt�CE A5 __ __ - � - I �� __ , _:_ � .- _._ _. '1 T/NGG' DUIU!} s i WHERE PR�GFICABLIr . f ---�f i r e I 4'-0" n u u _ it ; `' 0 t :.V� N 9.5 (!E 5_� A HE;ADEI3 STE£Is STUD 5 r 3 WITH HEAD D-1 ATTACHED BY A FU L i S.88 to T �. % - ,9999 ...7. ,. _. , _. - ? ! A f gg 2 ; -_ . P1�2}3 F �1Z _ 1 . ; P�"�I TR1 TlON BUTT ; WELD MA BE USED AS AN ALTERNATE A;vCHOR ��POG/LE SCALE ` . Z?1 /ZE SC,�IEE _ - .�.PO /GE SL'' E ,v -, ,t ° fO�P/� /�• --- T- _N R+"YALGU,RB , FACE • AT PQIT A�1II Q, B+5 AT F,OIT ?� ANIS - P, i �-� 4D ; r_ FLOW LINE- '_ t7 t c r x • -A L STIrEL ITEMS , EXCEPT REINFORCING BARS AND RECT;AN U AR F A,M N ' . , -- ER . _ _ -TID CO' ER,_ .P._ �'AND.•�RD NQ. 66 01 �- 3 4 5 -a"c.F. t,x'c.., PROFILE C / 2 5 6 7 °J /0 TO BE' REMOVED US TREEKLUSMAN AVE. DETAIL PARKWAY DRAIN EX/sr l<_vr,�_p1VIN-4GE - oirc-I ru ae,QE�vEO n I I SEE SHEET Iva 7 KL USMAN AVE. �-�� it II • SEE SHEET No 7 �vsr aARerw WIRE- v • I / � 4 (� I 7 j ,, TO SE ,2EMOt/Eo taw ( �j 3 n, M\j I t f'r•,1.�'•I s•.. •• _ v V I y t' /Z� /8� /t!� 12 px ty V v 1 •• VQ 14 v V ��' It EXJST EUCALYPTUS TREES 1•'••i{...••• I W Ot I �1. - EX/5 , oac*AAYPTus 7'ig0eS11 0 !-�--%�oN N0A7HERG WfTNIN PROP R1W To aE S"' ..,.� :,r„f ' t � �C I Remove / ap � � �:.. T . r::� !�!-vE� FELE 72D845E. 1 DN-Y Y REMO vEU Ri D• -_ -- 14` TO 8E RELOCATED BYOTNE25-_ I If r �/zdP�iQ7'Y RiS/LtjElK /II\ oL EXIST• DR/VEWAY. t j .o y - r a W SES �ET.4/L S'f lEE 7' NO, I 3 w /NSTALL BQrz,e/c.ao� � ' x2 P.4,Q%4, AY CUG✓E2T' Q�G I Recons rvcf I SEE Ac3Dvg It i% `2 f PE2 ZW6 NO. EXI3TORIVEWAY _ J11 -( I , B - a AS F'E!2 STD, 305 Z O .305 A. 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W �,o 49 `9 h z 6&6 9 s 1 ��. o Q99 ,� , - �� - r A 14 ` 14, N I h , . 8 9•09, F k 2 � � 11 & 1%/� ck I 40. i � I y - � , ` m DRIVE /"- --- o oR ��;y,y -- 3� x3t p s � - -�� .�• , , `� �.o� 6 P � 6 5 - i� -- - - PUTU,?E CURB wrre2 �/ / 6. � � 8 o�y�� ��/ ' II) I CONSTRUCTION I\1OT�S ---- --� _ _-- 0.o,, IN :ill 2� t ��11 � �' �` �' d I �x �U" __ �� �E��� ICONSTRUCT 8" CURB �i GUTTER PER STD. NO. 215 I t s� 3�0 � V h j wILSO�� 2. CONSTRUCT PAVING BASE PER TYPICAL SECTIO 9� AVENUE 56'4 6! /=4r0' � scaL E-/ =40 In TREE 1 p 5cQLE�/r40 � k, , �1 301 I C I n �� ; 3, �z pa j V 12' /8� /8, /Q 3Q j LANE Ott 4. CONSTRUCT 6' CROSS GUTTER PER STD. N0. 119 /Q �1 1 Q I� x 4 6 Q+ V 5. CONSTRUCT St' PAVEMENT DIKE PER STD. N0. 117 _ lsr. ve,✓a Q 1 I b. CONSTRUCT BLOCK WALL PER COL STD. NO, 301 (H d') �� ��ys'° 9 - _--------- -� I W Q SEE SHEET NO. / a�� li o N,ww sp A G sir TEAL'r. 5_Rlw $ I �-uruRS A,c.V✓M T. o�j CONC. BLOCK WALL ,EFL t Q y ,X Et�� 4 3 € KL USMAN A VE. GRAD/NCS PLAN TN/S TRACT 3O' 3O' �� Qt Ig' 88 z N o �a r�.-L� ex,rTr. asz. 11 /2" /8' /9' /2' u :? PROPotdv 97--&6.e , Ol. 1L I I 44 Q4 4`I SEE SHEET NO. / I - /� �/ � & • KLUSMAN AVE t2' 32' - 32 ' 12' I ' Ilm' `33` v Qo}Q, C4sti deposit for ramainder � I EXl,57 EUCALYPTUS TREES �, ..-- Fvfure /mp's. 2 I R.. TO BE REMOVEp • F�`'rK�4 Ex/sT. REMvve FBAfNEK W //o r 2 ro a Va width consirvc}Corti A� � wII12f2a' IZ s2' G20Ja/D I a' 12_, • 1tRIW t N. �yV , V EX/3T OLICq L.Y�TI/6 7-AZes _ �.--� . �,s.. � SECT/ON .4-.4 'EE'ATLIE)•t TO MEET EXIST. t - �-` gie(ek- EO 1- I Ta /-ZZll,fA/�v I wort sc���_ /aoz�� ! 2v. flEeT. /'-2 ' LEVF-L UNE 0../O'c,o� /' ' ' . r/Z:r y,�e/6f (4zlEs 60' X O - . -N � !'FUTURE� SzcPe vv.;�' s l e/ _ - _ - - - - 5 ► - -E//.P!/E OA Q NORTH TRACT UN=- '� 18' Io 20' -- �. a� A-99°G0'.¢Or PQC�'-