Loading...
HomeMy WebLinkAbout799 54.76'on R1n. /00' W V � � V a s +V i Ri � V o IQ Top A.C.Berm� �//) v h � \ � I •e A. -_ - --- -- - - - / - o u�fi E.P Fooffii// V Z � ) O T w� \ ti 1 ; V I` � Q E�,EP�Xs�'•G � °� � Gon.r/ E.P. .bf�9:/ To er _ �. '�' '� q �' a ►� n \ �� / !pay . o ^ V \ Consf 95LF-4 x4'hICS I G f/r- ,o e Co/fro.Ps Std. 0-90 orivesf Curb V � `'�! ,� � a h ti Ex�sf Grnd. d/ West R//'V � Z ZG , O g R a O N SO vr'-P/f/2h3A7 \ /DO'KC n q % `�! g Ri �. v \00 `, fo 40 d8'or domes it'vri) W a ♦ 44 or✓orits44 M `- O F.S.a�i� \� •� \ ` dt� 7' 20 /Z /Z 20 ' 7 1180 1200 he.Y. $ O ,� �, E.r X•/ PCB h' .perno ve -xis Conc. Wo//s h ^� g F� k t �ti ��/3 a a , � . 3 e yh, EX%sr F.S.o/ 0 . 0 �1i n ^ \ � �'� /,00�. �� G�t� O.6 S' 4043' 40.4s• Consf O�•� 1 QQ M V 01 \ /.00n' 9 b /<`�Ff V' 2./ Slope rZ.Z ° 4i h ^ i) y. p� v Leval Line o h ay. V \ r _ CS/ot a •l /.00� Err.Grnd. V \ v Gt �� .h P 2, 7 z or O h "�► M ToP ofEosf Curb \ F1� ( r oo . r- - - • - • °c / Q R1 0�1 h Q i. ,' COnsf�L'1M�5•W �, W O O Remove Exls/.Pv s g. wms - I 1180 �, •u Exist Grua!o� h 0 ,�, � a m b Q w Ceas 1' •�p,(c.S•w h' Chi I EOsf rP/W I O a V V o `I• M M 4j ti ZG y' � ^� h i ,�C O o ;1 L'onsf. /Z Cb. Ot 24 67'r er Std. NS303. a1 n � O � .r�fr`� � � V � • � � Per s'M. N'303. 1S r Corssf O.S'A.C. Pvmf � � /•! V � n � \ , /00 C. `�: a ove, Coin/o. it/vf Mot FL $ 1�j. Exist Eosf E.P. 'W [t 50' L •ES' o ti PROF/L E SCAL ES O' LooJf 95LF-4�r4',�ca TYPICAL CROSS SECTION v in M -Ior.i /"=40' h Per co�troi7s std. o-8o STA. 6 + 5 0.0 0 TO 9 + 7 5.0 0 i P 3 4 5 6 7 8 9 , t,�,s _ �� E 10 9Pt75.00 End P:/ Toper BB' fld.../. I ,/oii/ Exist E.�? 44 44, O 9•E�00 Jorrr E.risf /2' 32 ' 32' _ 7' ZO' /2' /2' 20 7' --Z � , OroinoyeDitch �99.0)FL 'o� 3 4 IQ v v /01 40 oral lop�M / w Re r7ove1-i-1Cone. wo//s i Q Q ih 51de O�tu. �(� / 94if29./ End 9./Toper sf. G rt-I ��Ex.s/. 6rno! 1Q Sey.,7 6"A.0 Berm - 0.43 I,� � �Gl 0'� {•i� IK / " O.GS' r r I 0.G5' h 3 . N o .� a de l GIs t .��'� �N F '`�'` �Lert/ Lire /Ft ,.�, . o V V /d �' E pA ' •r,�'� /2"CF ✓wr c h 3 G 10 � of N cars . r:/sio � �--�/ r � �- -- c ° d ° c � ' I� P Zooye ��y a v f /.00� /.00?/ Consf. Z:/ S/o e ! (G t 1, v V h 9�' v v h c r Cows./ ee -�• _ EX/S� �v Cosst..lG�asc•S-GY it t� h �� F� �Ptn.Dofo ( �'i� c h C Consf. /2"Cb.f 24"Gtr. • � F k , `� .^' }� o ° V er Str/ N' 303 Coast 10 eh.�24"Gtr: , ,Y aj `�. v d=99'3B'33" I� `I/ R V ` .�c ° P e c a p b b JY iPemove EXrtA Conc.Mall o%n9 E.P Ilk4� �9�1t'� P `C 1 h er Std. II/_ 303. 0 t C b • L =Sf 76• °, / > v Consf. .4,C. Cao V Z Consf. a s -4.C. P✓rn� '0 < �fhitkness !/Dries) O.S G'e�sf. 4 Coirc.SdEure%t V 0 b ^ f C '+ 3 T=34.78' o �, 9 q y Consf. A.C. Pvrrrt. W �t / g 0 �` Z over Corrs/o. ) h �u 0 0 O h ;- v v No7{Mot �o.so'Mii7. over Corn /t/o% Maf. o 'i W Consf Ae Curb fi P4-64,#er per Si Alf 903 � � � ` � + I 3' 0 C 8 �' 5 TYPICAL CROSS SECTION R1 v V * t k I S7b.SfBO.00 (B9.29)FL or-we h * Construct � �� 95 t 29./O /End A.C.Berm q O �y o� Rama ve .Pe/oCo to Er'ist. B"P/'C ^ o�Ana 9e �' ; ec.e Bey.cb. ot� $ ,, �'< < m STA. 3 + 3 7. 5 0 TO 6 + 5 0.0 0 Ex�M1 Structurr �4r i Rrn+nve 2'B/k.Wa// j�Ci O h tx 89.40r Drwg. No. d62 9 V 0 n 4 s E G Gwwc BAF.Jt b/J `C 0 - - - " ✓Din E.r-Ie%.Lob/c Ben M ons .Pemove Exisf. B9.P9)FL -� X 4:r4'�P.C•B. to Bench Mark Al? /B-B, of N.E. Cor He//rrran G r Consf�5.9.C.P✓m/over Comp.Not Motes N �- _. __ - 7Exist 4X4 Sf r s 24';PCP. B P✓c P cry : VZE�}' m M �X. 6X4',Pce be constructed. Ave. and Foofhi//B/vd- , /3'E/O h/e//iron Ave. -Vol- -r- ten- �sr -�7- -�7- �rT�,r --rr- - - - - - iP.C.8. ` 50'N/O >�Foofh:// B/vd. , Or'i ve Pig with /i/EL L"AA/ S Consf. {/or,thic Pntss A.C. Cop J6 ' 7'�N �Ji V C.S. fog in too of curb of S.E. Co,- Flood Chon, cm ✓e xi c. o o✓i 9 E/ev. /205.224 .A_ .� �_ .mac- _.� .�. .�_ N-'4 bons set with /83.91) sue: Jr Consf. o.S'A.C. over Coin Mo/ E^r �� Ex.F.L. �j G P - - - - - -- G".N�Jr a A6,7 C.C. o//four aides. DETAIL A ' � r� ___ _ .._._ ----•--- .__ __ _ 1 ..... . � � 0 W � I �' N.T.S. Ii Z'6LKWL, -R twI� 0 h QV� z Q Bose Line Bid /Q .4do'ed O C3f7f50,Re�rovee)9trk�e Cu/wrr e7`'_ EwJ-. S. 10-S-� e1s� W �► ^ onJhf Z ` h ��` v J Q DESCRIPTION OF REVISION DATE CITY APPR C4RI f /r CsMc f deWet/� O q M �.0 V 9f62.63 I ` � CITY OF RANCHO CUCAMONGA V Fb/o A/ro e r d �� o v Oc ti m o�� a �� ` �► � v ` a 0 h 5 P Church Street •c o � Coast /2 Curb E Z4 Gaffer Q v a •S m �' a a• � � � ti L h d Per Std N`303. v �; �; Ci ; o� \ r q °i C 1� d , - O $ h Hemlock strut Q PLAN AND PROFILE ^io`� c , Y v W W W ; o)4t ; 2 i Q �► v ;c q .� 97 Op c� a st set v o l J +. T on St 4 Cam. sdwk. RJw 0 8 �' a $ 0. �' � �) o o o Q sea e�•�o�,;,o good e F H E L L M A N AVENUE N 4 / - h o c g �, '. � STA. 3 + 37.50 TO 9 + 75.00 Foothi// Boulevard T.C. o o p Devon Shret APPROVED BY DATE g '� CITY ENGINEE R.C.E. N° 23889 v ` REVISIONS BY: e^p rPtn Do& I •► , Arrow Nw . i 1• V . 1. V' � Q DESIGN RECOMMENDED R 4=90'02 O/ a III ]7� 517 N. EUCLID AVENUE 60111'PttrkmnMrllr•�alh 144 ` ■ SnMn.4nn, (h!(fornin 92705 R=35 ' Q N/ ONTARIO,CALIF. 91762 pi-L •M, [ =SS.DO V DRAWN �• D. KING. INC. (714) 988-5492 SHEET V,r )_ I P , (7 4)R.�16 4455 - III .7V-LAS1I w4�L.. �JET/41L i I�'1OD�F/EC� .D/�ZIVELV./Jy D�T.41, - { e * r ALAN R. SHORT R.C.E. 3087 GT i OF v W•3->3 V Y/C/N/TY MAP BRANCH MANAGER - RC N4 21062 DATE NTS. NT.S. cli;:fn,,,.,,.. 4in.ISurrrynra DATE i CHECKED DRAWING NO. II Al.T.S. z-12 P/BS �'� FfROJECT ENGINEER -RCE NQ 14018 DATE CNA I Ilr�l I'. IIIA % Rl _�� 1__T. •7pq_ 'gn1111''r�,Irrr1A'IYI11■.n. .muYIM..�rtrrtnNlnYII�mIn r,nf�rtillnllY mY�■rlr�r.Iml.nln�hTt♦rrmlrr,F7nn min .FfrttY-Trill'Ihrrtlll��-r�"I�•P'",r•hnr�-IT11 rtrlYl nlhmfrmrrv'IIIr, r,1 •"•'_ ovv I 1 ! II ! 'i I I i ! II I � nnfYl�rr,rr•,iRl■AAn , I i I I I � � I � � 1S� .tlII 'i�,...�r,nw',..•qRNrIY�++■+W-,•lumululllii.+..✓•..,IiJ��7 1 .� I I 111 i I I I I I I I I I I I I I I iI I 4WilliI I I I I I ! I I I ' ed Pert �N I , }5 I I I I + I I + I � 1���,1 I J4■� rp � Jj/' j*� jlj,,�J� I 1 � ! i 1 J-0 Au lu`r'e fop O Aled curb 1300 1 u 0 err I , pft&pc Top o 1 I I � 00 4� 6 '111 � h •khv � � jjj�444{��{] � ' � � } jl� ' i OF I I � 1 � +h+ � , I ti,y "�• _%4y}{ � � y � I I I i I � r�� I I I r I I � I I r I I i I r , 1,80 130011 r I 96 I�R7 ri�IljyJl r Y� ` 1f' CUM i 1 � � � I I� I , i I � I � 1'1 � i � 'i �� I I 1 I � I 1 � 180 I 13,00I J I ! I 1 1 1 I ' M Lw? 1+p' 411 ed Y MA ioo/ I I { I + I I I I I I j I 1 Hof, i ! I f��y f,�� I I A T r lit 4 111 I 1 iiI I 1 I I � I d,. � No; '� � I � � � � �� � ! � I I � 1300 � I I I I I I I � �� � � �. � � � ..I... � .I� � � � �...� � ,....I , I� I r�'I,'I • n,' l i 'III 11� � I lh n!I 39 0 41 42 43 44 45 46 47 1 � � i_—,Ili i�r—� r�— l�'— �'— I��T— � � � ori■ � � ,�Vr.�1� ����1�r,�� Ij� yY1 Ji' J�'1 j W.r milli �I�LL ISN .ry Mr ,rr �Inrmn PI U foo eox Ilk V I jr1�. ' 6 I � i Lli ii �� III ii li -I YI II +�^_ .L IYL�Yr 11'lY - 'I ■11 ■ -II oE--yY. me -------I• 111 LL II �. 1111 I I 11 I � .� �I I Yi � I II 111 III 1 I 11111 ��I Y - . I I I ��•� � i H � + 1 I■'I � I � 111 1111.11 �� , �' � 1�- Jiw, I11� w Ib Til W. r_..._ ii_ •••r a�.� M' ,�.� _��.�_i a_�_�.� �' ' I - - III ■11'111 I I It ■ - II III II. '� -'^Tn 1 r II ,1.1--r.1 � JIU ✓1111 11 III oil Aft I R ^w M■11 ■ 111 -, ■ VIII III ! 1� - _I 1FlI - 1n1. ..��. ■1u J _ ...�����_ A - °� - _{+ _ __ '- --• fi' yi _ IY! i. 1 .. f+ _ l �y 1 ,1 ' - 1 ■111 �1 ' 1 Y1 r•• YR I *�.����� _ r 1 I T �e'� � I � ���.���� _����._�'�+��� 1.. '✓III �. *� 1 l'r�4 Icllrr� if w •r• I Ihl bis �+W11' 0 161 16 y 1 1 . Moll P/00s , fx�� � Idr6M Lei brkirr Lo 5 co ii Z C, OSA Ill 4MI over eoT. o� , r 00 eC A7a 0Un BY, 0 �G No, C-69118 EzP. 6-30-17/, ofV, o EPIC ENGINEERS CML ENGINEERING LAND SURBING PLANNING STORMWATER MANAGEMENT 101 E. REDLANDS BOULEVARD SUITE 146 TELE 909.792.5969 REDLANDS, CA 92373 FAX 909.792.8869 G� 9101116 DAIR r curb � ,1#e� 1 -1 1 w, LO Z" ,+1 r�• .i 1 .1 r J} la�bek of fxtii ioVIP COMR.4/17oPIIS. (S�`}! r5 TYPICAL CROSS $ECTION- 371750 to 47#50 01 REMOVAL LIMITS SUBJECT i0 CITY INSPECTOR. CONSTRUCT DRIVE APPROACH PER CITY STANDARD 101 TYPE C. WIDIH PER PLAN AMD 3DRI4flYAYS /4616262 SHEET 6 49M021 AM 181029 51f. 7 '1-00366' 9113116 DESCRIPTION OF REVISION DATE CITYAPPa CITY QF RANCHO CUCAMONGA PLAN AND PROFILE HELLMAN AVENUE 38+50 TO 47+50 APPROVED B11 SATE r^ 1 j.7I CITY yG1k�111I.11111`rC,E, NT T3VV1� DESIGN I��CUMh�ENCED WON 511 N+ EUCLID AVENUE .J"I, I ONTARIO, CALIF, 91782 U. KING, INC. 1714{ 988'5492 ORAWN --...� SHEET r _.. „ �T7O �..` ... BRANCH MANAGED RCE Ng 2IOG2 DIATEE - CHECKED I 4; fJ//rrDRAWING NO, jw 40JECT ENGINCER•RCE H1 14018 DATE I oV+ i�l. Tlfri�� ••I j,000 l jl+Ir41 r•rll'I YI'I',II III 11 F1 JIl 111'1 Ii -76 illpr + 1340 II I'I'I.! ■ + N •'n. II' .. II I AI u 1 }► I I► I lel 'III IIT it I II �,.� I 1 , I ,,,,!, , t ll.lil► a.. ,111.1' � � I �i'I , I .I I! II., JI .i►►Iil lull il' II Il II 11 I I li illl � � I I 1. lil I III 'I'll ,i� ii I .I'� ill 'll .11 , I oo I I I i i i I. I E I i I i i 1 ► I I ! , I A jjj t I I I ! I , I I, ► I ► i i► I I I I ; {%L I I I I I ; I , j I ► I , 11 i ; ► I I + � ► 1. I I I I i I � I I► 1 I. ► I � I � I I I I I�� ;► I � I I 1 1 1 � I I I I Ili i i I � ► I L, III I I.i I � I I { I I I i I i J I I I ; I I ► I I � I , I I I 1 1 1' I i I I I , I I I I I I I I I I I I I i I i ' I l � � I i. ►� . I ,,. , l l f 1 1 l I i i ., , N I I I I I II I 1 1 Id I , 1 I ► ► t 1 , I I i I J I I r '• I I I I m I I I 1 I I I i I I I I I I I I I I i � � � i�, � 'f► ,� I I � � � �� lel � I y}' II I I I I I I I � , i � 1 �� � I 1 I I I� �1 �• � I � i I I I II , I I I I I• Alt I I� �.._�.. �� .....��. �.� .._��0 I �h I ,� l 1,„,. I�� 1 �� ���. ,. .���.0 I� �I• �! � .��. I Ili �� I I I I exi11A � I■ I i XIZ to /�f� r mill I flrllf lA' I I I I I II 1 I I I i f � I I I I I I ► ► E ► , I 1 , Y� � I A �� I � ► I i� I � y;y*, � I I i � I i I i I I I' I ..J I I I I ► I I I I I i I Iy■-5I I Y � 4 I I I I W{■1Il 111 I ' �1■• yjy, j�u�1yl I � q I i I � V .� f I { � I 'll I 1 �g11 � �l � I I I� I 1 II � I I I I I I 1 � �• I � I I I ► i 1 I I J I , !_�� f I 3m i I I I I I � l{ 1., I 1 1 { I] { 1 l I I l I L.I I I I } .r I I, I I i i .j ► I � L' I I I i I + I I i I J I I ! , , I � I •i' I I 1 'I � w � � � .I � I I I I I I I 1 I I I I I I I I 1 i I IP ��.� ��. �..11n• a 'r IY Il1'li � Yal 1i' i .af i � ' {' L i I �� ,� ��f II l� psi i,i aii�i ii iii I R I I'I ,I , ! � I� i.��iii� i i� i • L � i.1Y� ��il.ii ' ' n' ' 1 III Ill I I I � 1340 II io, ' i. � '..11'11 IY 1� II 1! i �� i . N ..I I i i .�. � I I I' ►' 111 0 } � � ” 1 � � I 1}", ' "I'IM1 }I r� 1 I ry I li I I I 60 I l I � I 1 I � i I' �l I � �T I I I I �� ! a 1 le +�� �� I I I I I � I '� 1` I I I 1 I I I . I 'i I . I ' i 4 � , f .� I ' I I � � I I I I I Y I '� i � � I I II • 1 � I ' I 1' I I II ,•, I � I r III I � + I I I.. I I ,� I � J I I I� I I .� .....1 � � �� .! I I �, 11. �, I � ..III .,�, ,, , , I � � I. I .....1 � �� 1, t.......1,. I I ,, ,+ ' a 1,� `� i � I, ,� I I , ,„ I I I �,► i I I I I , I I I I I l i i 1 1 �. rl I � 11 I S I I V I I I � II �` I i � I�� I i' i 'I '�' l lII I I► i �� I ,' Il 1 i, I 1 I I 1 i I I f I I I I I I l I II I I I L I i I I I 111'1 'II ! I � i 1;111111► I III 'II I�I�ii�l � 1 �•'•�`�I{��I'IIi'1� I� ►,I .. I',� ll', aJ'I JII J li,..J..,III.�. I ...II ..I I II .l .II I ., RI, I i I IIx 1 II IIIIr T 111 Ill dl � I •I � I I I � � � I I I M Y-• � 1 � IY'^ I�.IL,., .I n�� Lil. i.. � .� 1 � I�-,,,,, �1340 11 I I I;' �■ I ; i I �� Farh IIi I I I I I I I I I I ;00000 I i I I 1 ! i I 1 1 I ' 1 I I I I I I • j I I ! i I I �l J I I 1 1 I V I I I I I I I I I i t I I II l I I I I I I ll I I I. I I I. I I l I1 i I I. I 1 I J ... I I I I I I I I I I I I I I I } II l I' I I I ,. , � ����' I 'I I I 1 � I I I I I I I I I , i i � I 1 i I I I i I I I I I I I I I I I I I I I I I I I II I I I I I{ I I I I I I I I I I I I I. I I I I .I .........1. I Y.... 1. I 1 I ..�. .,._ ..._._I I .., ....... 1...1846 ...,. .....1...... .., 1. _....,.._.., .. .I ,,.,,,,..,..,�,. , � I ...,..,, .. . ......_i„_...� �.,�, ��._.�.,.....,..,�,�, ... I.. ...�, , .,,, ..,, i .. .. _._, I � �.,_, ....,,, ��� � ��, .. ...,.� . � ...J,.., ,.i� ._.. I I I I+1I � � r- —,'r nr' I mllYllmmm,• 1 I III IIIIImrrrll r 11 1 'I” •"I'•'I lr 1m,r, IIIAA'lll .+■u+11Y 1■I■I All-,I�+�I�Il�lll i✓,�I��.u.l IJ I� I I I III �. . . 48 49 so 51 52 53 54 55 56 57 di 401 NMI .Im �1 4 4Lill �4 I r � `.1A■1 ryr/�/rAAA{AiA/A�A� rte+ r J. l•— -� `�"V� r'�TT I'—. �w� yw'WW'YlIV"W'�1� .�.�� .--w"L--�-�� -- ' — —� .�. ..� .. . ■, _._ `' ! Y�Y PI� 7Tr' � V��i � I ii_ � III. A■IA�j/fes--r. Yll �1 l�,�A� W � r+I .� .• �' � l Ln ,. ..i ryy � } � 1 —s. .-.11.. _ _ • . �_. + ��_ __. 6 5 .I I �.I■ I "' n I 1 n r I rl �f yI■Iy 1J} ��yr rf _ ._ •• • -I I. ■ _,Ind .1111. 14 I?•M1nl I � � � m„ rr 441 ANN q,M i w- #7k 11111 APANNONIA! i■■ TSF X111 .1W■AAA_ Q 1 3 n�� N obi M 'I• J der rpka/ Sachr t? &T/ ie P 0 WNs Iff, No C -NI 18 Exp. 6-30-17/, 1 o EPIC ENGINEERS CML ENGINEERING LAND SURVEYING PLANNING STORMIVAIER MANAGEMENT 101 E. REDLANDS BOULEVARD SURE 146 TELE 909.792.596'9 REDLANDS, CA 92373 FAX 909.792.66 TROY ,9 0116 DATE; u �r vo + Ay'I 1 AH ' xrr� ► r µ Pvm,/, w �■ AAAAAAAAr �■ r..1..1.■ �` 1� YIA�` r�'r � �. � �,,. ■T71.71TIe ,r—R_R �� AWr41r+P iW�-4F lf111� UEr'r1NMI�Y,�' AAAAAAAr r Illlllllllr �■ AAAAAAAAA_ 1111...— 1111 V I In All I. 1 A .' _ ■1`AAAAAAA� �� ilI��� _.��. i111. � Y I. �•� A. �. r a _ — —�� � kf1 AAAAAAA� � AAAAAAAAA. .m`�"I I■IIAAA■��� iiA 11 I II IN _.�_ _ __.__.. il_ �,I .._.. 11 17 Iltlr _� i r11"I' R III 1411 A■" ATT. ,r 1 rr" AAAA■ � IIIIIII� — ..fr �,drti AAAAAAA� nAAAAA!AAAAANANAi 11AAAAAAAAA"I I I 61 S4 1 < 11111 61 Lj, k, i tl ,I 1 7r , 1' (DREMOVAL LIMITS SUBJECT i0 CITY INSPECTOR. CONSTRUCT DRIVE APPROACH PER CITY STANDARD 101 TYPE C WIDTH PER PLAN I A13 ■I0 IIIII1I0F // i ryave 40. 'apt l 017d ■ , X, Pvmr coast 0, V 4, C, Off cov, 4f TYPICAL CROSS SECTION I1*50 to 55*36 AQCfD 3 DRIVEWAYS / 46+62+62 9fEf 6,,4914.27 AND 4&06.29 51f. 7 'ROW20I6-00366' 9113/16 U{' DESCRIPTION OF REVISION OA% CITYAPPR, CITY OF RANGA PLAN AND PROFILE HELLMAN AVENUE 47f50 TO 55{36 AIPPROM BY CITY ENGINEER DATE 1114 5 ': ., R.Q, NA 23W 117 N. EUCLID AVEIVU� RECOMMENDED i . OMTARI0ICALIF, 917612 908-5452 9H9fT PRAWN W AN 1�7 BRANCH MANA0 NN RCt N121062 DINE -. OF 0EIEd 1 4 DRAWING NO, �1!'• 1� :)e�lrV i'� CTEN D RGJE GIr��ER-RDE N I� OIG GATE �Il �AAAIA.i �y � � f mit- �, l r : A jJ►y , fJJJ /gr�y+T����%%% Jj'y // Ry,1 I I A do 1w J! .� ryave 40. 'apt l 017d ■ , X, Pvmr coast 0, V 4, C, Off cov, 4f TYPICAL CROSS SECTION I1*50 to 55*36 AQCfD 3 DRIVEWAYS / 46+62+62 9fEf 6,,4914.27 AND 4&06.29 51f. 7 'ROW20I6-00366' 9113/16 U{' DESCRIPTION OF REVISION OA% CITYAPPR, CITY OF RANGA PLAN AND PROFILE HELLMAN AVENUE 47f50 TO 55{36 AIPPROM BY CITY ENGINEER DATE 1114 5 ': ., R.Q, NA 23W 117 N. EUCLID AVEIVU� RECOMMENDED i . OMTARI0ICALIF, 917612 908-5452 9H9fT PRAWN 7 1�7 BRANCH MANA0 NN RCt N121062 DINE -. OF 0EIEd 1 4 DRAWING NO, �1!'• 1� :)e�lrV i'� CTEN D RGJE GIr��ER-RDE N I� OIG GATE �Il �AAAIA.i