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HomeMy WebLinkAbout4312-242\\ora-fi1srv01\ustnproj\200093\003\project-drawings\misc-ref scanned\stdplan05.dgn 12/4/2007 11:31:35 AM DFLTUSER I'S[ C41plcv NJUIL TGT Aa fF6JECT rni. y'cEEre CENTERLINES ANEL ES NOP PASSING ZONES-ONE DIRECTION P 5T MILES SNEET�TOTLL .I }Ti •[{ani)-_ R;•.�TF..._ �,•,E rf`." C r 'r:,T; LEFT EDGELINES LEFT EDGELINES DAN ISLANDS LEGEND l'J<= ,,ItLF_ fly, r ,,.,,L_ (2 LANE Nlf,tiWAYS) (MIXT(LANE tAC,HW•YS1 DETAIL I DETAIL 8 DETAIL 15 14 IB 214 5,18 14 14 B 14 18 m 14 i4 5.18 --y �- � y� _ l4 5.18 m 14 --` q ss"�'{ pIVIDED NlcwwAY51 101111010 MG}lwArS} DETAIL 24 DETAIL 27 DETAIL 2B rwn •75 mm -L -- MARKERS a� m m TS mm -� �' r F� IEHEO CIVIL EMLNEER DA,f %� #. (7'1 117•in-, (T} til') {T} lT1 ((TI {7'I (I ') fT'1 .��. IT'i (1T7 1TI t 1T'} f7') 1 13"} [ cr„ f I4 s �] 0 E� ❑ ❑ eowle t. Bae t 1.50 ._, ..,__:;_.-, ,,,,:,,. (}" } ,� _(2" 1 -. - _ SO mm 0.62 m d TYPE AY Yellow Non-reflectivrs l.F ,I s7FnFlr -Iw 11 frn.FlA=�rl.aTk / 75 mm f3"1 TYPE C Two-way Yellow RGtrareileCtiva Ilflral LE..81ae �. �. . JlTly I 2042 �� -- _ --- - -- -*- _.`'-"- T-12" } [?' 1 ;1 : TYPE N One-way Yellow Retroreflective Ju I 2402 1,- �I ,. .'"•,_ -� �f17=T . PLANS APPROVAL OaTE 'q - . -. :. r: Ew, l 11 111 Edge of traveled wo y Min 4 y ifiio2- .. PLi 13 AF F'Ri YAL LT1 TE Iia Y ' DETA14 2 DETAIL 9 7n Sloe d [a,lamlo a Nr rr-wr a f. CIYL y i r rR aY �a�• ,,r _-, v I o Edge, of ora a ed w © y� DETAIL �^5 14.64 f 50 mm ,,�i-fll F P' + "" Direction of Travel TM M Y r., '.'re Ca'..r r t rF Lill,. r•r trot ry (r nt,xs Wr r I DETAIL 16 (48'1 (48') Jr �A\ / r+ :GmAArs.rr. Y ■iJcrr✓rE L[q'K Ar !Il'J Tran _X - 14.64 m Coflr,ris av hn a reo 9k Te ¢v An rte w9G srit qP 7o+ni)t-ltnrwAd,ta?x m �y 50 mm �w Fy--• - '7 1481 t1" i , {2" } - ` rv�r.vnr..rrv„ d rar.•'r•,nrt Orr .r •� �,. Jn ._ I!r I ill. _ { MENAN ISLANDS " 9 14 m 14 9 H• �if8 m_�M� S9 j 1 ISjV) �-59 (4A'J -Edge of traveled way - RIGHT EDGELINES I rr�r,,,:.w hr; r.* s!rct r.:, r+n th wrr nl[. 49, : rPt...vxad:^: t. IBBB 17'1 t 17'1 IT7 t$ j'S, �..r. ($ 2111 1T) f 17'} 17'1 t 14 75 mm IA.64 m �50 mm 75 rnm tJ"1 DETAIL 30 , - t �- (a f2 (T'1 e /i' ir1 (3•) NO PASSING ZONES TWO DIRECTIONS El 12 �� .. ,._ -�- t, - -� DETAIL 276 (4s•1 Iz'•) DETAIL 25A _.1� DETAIL 29 71 3?,rn �i24') � DETAIL 4 DETAIL IQ 144 M 64 m ® A DETAIL.. 21 a 50 mm 50 mm ,_� ) .rM� i2" } -- L32 Fn _;y- f24'1 T,32 rn + F.22 m 147 LINES (�2q 1 'I 0 mm 75 mm 062 m d00004a�oo000M (48'1 (48') 7,32 44 44 4_ 4 4 4 44 4 86 n 44 4 (24') m _ _ ri 7.32 m12.,3 5D mm .,,�_ 43")mm 124'1 f2"1 r. � ,_ .f ....(?" f 1 (2,11 m -- - 1�) _..'t[z"} _ r 75 mm t2'I Mln - EI0 00 000 00 00 0 IOU mm t4"1 Wnite '• [8'I (8'1 (1611 18.1 IB') f8'1 i8') fl6'1 167 18} -} d l � � Edge of traveled way T.32 7 2 �50 Mir). : .� . �t3") r 75 Inm 100 mrn (4") Yellow .�.� ,...�Ir 63 0® 0 000 ID [l 0 0 0 c o o E7 D TA I L 17 ---t►- O m•,_ m _ mm (�QTE '�`" r �• iz4' 1 .,1 ,� i 2 t } .� _ �__._ _.-.-,.:�:: 'T 0 O 0 0 o 0 E O (a O 0 t7 _ t_ 4 3 1 11 1 I M hc- 1.22 M 14'1, -44 N 1.22 m t4'} -4 N- 14.64 m _- 0 -Edge of traveled way @etail 27A deleted t- - r75 mrn 00000a�0000aa -t_ v DETAIL 5 DETAIL I I 4 4 148') DETAIL 22 4. 4 .44 75 n" DETAIL 25 RIGHT _ EDGELINES EXTENSION { 36& m 10.98 m 3.66 m 3.66 m 10.98 m _ - s_ 66 m �� 18'1 tB7 ! i6't {8'1 113'1 r 13") +4F� M' 7124' .32 m -`H Tt24')m SO mm 12"1 Q l2� 136'1 112'1 t -41+.� 112'1 (36.) - f 12'1 'I D 4 O O © O 0 0 D-L ['S � 0 � - Edc�[3 of traveled way Lr THROUGH INTERSECTIONS !� � �i �,- 0 -50 mm INTERSECTION TREATMENTS p ,.,....I'�( a..Ir• E-•75 mm C �ir.r IWQOt�OQt740640® x ..,.,, r. � . �-74-1 (3.11 �' � I4 G4 m 50 mm h- '� DETAIL 27C 149) 12 t 12,1 Centerllne Intersecting street C _�., DETAIL 6 DETAIL 12 14.64 m_ 14.64 oft DETAIL IS 1.2? m 14.3 _tj �. © 50 C 3.66 m 3.66 Tn } 66 rc 0 iTz----�� MARKER DETAILS DETAIL 34 _ 30 (n (100'I Minimum '- _--'-,.34.m 1I0U7 Mlnimuq -- ..ti• s� 5.49 m 5.49 m 56 I x.49 m T.32_rn_ 732 rn.... 7.32 m ,t T5 mm q,� `� `I` A r 148'3 t48'S 86 m 49 6 �,�6 m 49 m t 12'1 mm f2") 9A m 66 m Oil ( 12'3 75 mm , I -� i+- 4.92 m I � k 0.92 m 13'1- H !+ (3'} H ++- 16 mm 20 mm T5 ol, ') li�'1 u } 2 1 I X18 i 124'} IZ4') 12�'i i tj"3- i3"I -[ d El 187 E, 8, I_ C m 3 m N(, _•, �,a-•gdn �� �y. ��}.e.- �__�" f 1211 t 18'1 t t f I$ S � {3", �� TWO-WAY LEFT TURN LANES _ 5D mm Tr, -,.. :.-7 131_ --.r I 1 IB'1 I 12 1 IB') t ', -! C3 [1 DETAIL 23 i DETAIL 31 T (2") a al v a ❑ ° I -I 7.521n 7.32 (A LS mm-4.5 mmi 7.32 m 32 m 7,32 m 9.49 m h 124) t2a7- - (24.1 ' 4 118 11 75 mm -� 75 mm (3'') t0.@7" O.IT"t _ I Ilf 56 lxn TAI DETAIL 13 14.64 141;4 m DETAIL 19 +1- (3") __ .._.. -.. - -- - " - - _, m-3.6 m �' DETAIL 34A 1 m tEol 1487 49 m 3 66 m m 4 m I,.fi4 m O © 0000000111 -1 448'} 13 G 0 O 0 0 13 0 0 0 0 0 0 T � rr-3 I--- �.� r =.�.I".L 90'-121 3.66 my 10.98 m 3.66 n 10.98 m _ _' - �la: EIS � _. 7S � 65 Icy 10.98 m_� __�33.66 1 30 m U09'1 Minimum 'T' ,�y� t 187 [ 12'1 t 18'1 118') 112'1 1 1811 [Die 1 L`d coon ® a 0 000 1 4 "'*� �� �' •-rl 1+ 122 m [,'1 1 12 1 [4t81� I T5 nm i 43") ''0 r�-----�---- F] f. 1� U2'7 136'1 (12 1 136'1 - - v, �. (1211 I 136'1 t3") L .L- --- --'- ' •',��•'• _' �"�� t--�...-"'""'"_. _ �� �{_f , , --- a I ' m 6 TS mm t3 l- "0 •i 122 m (4I *I t+-1.22 m 14'1 LEGEND :.. :• ;: .:. T PE AY 30 m uoo') M1 Imam ICU 6�(�Io,98 �I 4 - --IIW._ O u ) NOTE DETAIL I� ,;.,....ti .. ,� :,:r.= t� �' ® T "+IFS plrectlon of Travel z - 75 mm 13'7 rmm (OS ") I'r3.88" 4.u'r II -�r- �. 43 92 m petal 3 deleted - r•-� [ 144'} 1 _ T.32 I r 124'1 N_64 m 14.64 m 14.64 m 14$`1 148'} (48'1 m I . T.32 m 3o mm 124`) (2'9 MARKERS29,26 Q TYPE A Whife Nan reflective DETAIL 32 m 75 mm 13"1 _ - __-�_ _ ..�.--.._.� l96'! � �� 7.37 In 1.32 m 7.32_m 7.32 m 1,32 m 7 }fin i -t- A to mm-19 mm I DETAIL 35 2.14 m 17'1 2.59 m 18 '/ 7 rl 30 m ttOD7 Mp Imam ? IL7.32 m 7.32 m 75 mm Z.59 m IS /z1 i. -- .{.� 3.6 m DETAIL 20 5.49 m U8'I p TYPE AT Yetlow Non-reflecllve N 14.64 -_ _ ! 1241 't` 124'1 a+' 124') F`' (24'3 (24'1 �^ 124'} 74.0 10.40" 0.75"IJ t3"1-1'7 Q flj d 1 f24 t 124 S - 50 mm [2"�I i t f---,.�1 ( 12'1 ® 0000 M o 4 O o M 0 0 o 0 ® «��1.. •+i 1.22 m 14'1 5 49 rr Tyt I}� TYPE C Rea-clear Retroreflective 1487 C G6 m S_49 m TYPE U Two-ray Yel low Retroreflective T5 mm �' _ 50 mm _. :. (2 )_,. t 3 m-3.6 m it 7 I�a 0 L -- I 1 ------ 110'-12'1 Ori I I �e I 0 mm T� r-_1 t0 t=� ,)-�, - .•o '�. � r Lj ,, V 7.3? m c _,1.3Z In _ , , I f` � 2.59 (n (B lz ► TS mT t�") 5241 124 i I I Q 0 t3 1 d TYPE Gone-way Clear Retror®fl3ctive O O O ID ® TYPE N One-way Yellow Retroreflective 5,89 m _6-6 m 1a-98 '11 .66 m.I. - 10.98 In „ 6, m 4 m +t lifi'I T 112' r36') n2'1 I [3b') rl2 1 1181 I om -�' 1,.i, 4- -3_M (Iw MTI fmslm_ _ --_._ «I +- 2,59 m I 412') ' -.1 12.14 m 171I 54 mm t�7 0 - _i DETAIL 35A MARKER DETAILS ""r` 122 1e t,7-►I 1} IN white _- - L , ---, -.. ,_ , ,-� - - •-- _ �V ?_lf5 �>,, ,3 , ? 1� E TYPE_ DI7'm.►• 30 m 1100'3 Minimum T5 mm t' 511187 16 mm ?0 mm 9d Imn 103 mm 98 sell mn 1@0 mm 14"1 I 24.29 'n __-�- --- - •--ct mm IQ5 mil �If)%, "-4t i - -_ - - - _- DETAIL -33mrn - -- 29.18 m_ i0 - 30 m IIOU') Mtnimurn �-3 � 0-- 75 nim ±• f �r 18• .I 1.-2.14 m (T'1 (3•'1--� '-�!" - - - 196'? - 75 mm S3")- 4- 1.32 m 7.32 m 7.32 m m T,32 m m, (@ 40" 0.75') 0"-F9 5') 117 S STATE OF CALIFORNId f}, _.}, _ _ _ _7,72 _- __ .}. _f.J7� ►{ (24'1 I - 124'3 `� - (24') - (24'3 1 (2411 1I� floc�Qoc�ac�ooQaoaoocl000aQf000ccEoc�cc�a� 3 m-3.6 m y DEPARTMENT or TRANSPORTATION PAVEMENT MARKERS AND 0000 oaa4 0 00o _ _-} f,@._,2•, ,,, m_ TRAFFIC LINES TYPICAL DETAILS .1 1♦ 1,22 m (4'S 5.49 In 66 m 5,49 m _ 5,49 m 3.55 _5_,49 m u2'( n8') q8 1 `� p .. u8'1 `} _ TYPE H These "Standard ?lass for Construction of Local Streets end Roods" contain units In two 6ystem4 of measurements International System of Units (51 or "metric", and United States 0 0 0 0 f 0 0 0 0 0 (D 0 0 e f t Staidord Aleesures shown In the parentheses (1, The measurements expresseA In the _ .. POST MILF- SAIEE Tr,Ta, ' 157 CJUF17Y RJI/TL p rR_,,,Lt Nu SHEf T: F051 M'U SH IS CaVtr7v ROV1E EE TpraL {0l^L PRpJECI NO_ SHEEYTS EXIT RAMP NEUTRAL AREA (GORE) TREATMENT" -- CHANNELIZING LINE DETAIL 36 7, 32 (n 50 mm @. 3 m -Edge of traveled way tmainl)ne7 ') Rf S7EPL) CIVrL fLpiNLER JAIE q' r la> �,z F1 July 1 2002 a A DETAIL 38 r_ 2DO nm (87 White Lne LEGEND - NE _* its1 ( FK LSIFREO CIVIL EN9IKER OAIE n t, n � r_ eIle (24') 42") { 1 50 Nm a u a 0 a ¢} 100 mm 14"► 1A' } 46402 PLAAIS AFFROVAL PATE * I.Y Ssi�! 'Y f rrw ;F�r� cr CvUrwr.+u w +rr dricxs a [IVIr v-:r , r•R" r,b ,A F,Ir .b ,, ,aa �. . r �w-,-Jarr,.rs d we_l arc caNrr d ry'r ? � GG (A1t4 j r -- ' v v 50 mm l7l MARKERS 1 (2 ) (� I Q TYPE A white Non-reflectivs 7,32 m 7.32 in ry TYPE Gone-wo Clear Retroreflective (2411 (24.1 Ll y Through TrofflG Ju Lx 1 ._2002 PLANS APPROVAL DATE E P.111-nA n. sur..+ trona "ro s+ „s a'ncr r a a [u:t �nra..=R��+ w rY IN" 01• r nr crmyselNau d rr�rrorNc p+p'ee d rrre port f 1 CA1t�'T t A �26D mR Saa Detu11 2713-' White line khlte Ind 9 4- Dlrectloo of Travel f' �_,32 m ct Sid Plon aloe (241)___ -__*1 _L50 mm LANE DROP AT INTERSECTIONSC.&OUamm,AW(1wfToONmfx�j%W.V,n,/np-/Wwiyurl• DETAIL 38A 1200 mm (A")White Line car+rmura.AuawcosidTtiov1p"eet(k,salarna�rw,xvxaa (2") a See Detail 25A DETAIL 37B Std Plan A26B p 4 9.14 m 21,�2_,n__- 1.83 rn 1907 16'1 9.14 9.14 m 9.H m 0.9im ') DETAIL40 MARKER FLE 711VESiAVEME T RETROREFLECTIVE PAVEMENT MARKER AT EITHER 7l 130'7 160 mm 14") Yellow line --'' _` Edge of traveled way tramp} I © D _ f 130 1 130'} r3o7 I © © [� Q O © i DETAIL _38B --200 mat (8"l white LIne o a IIJ t ' OF RECESS 14.3 mm 15 =9 mm 14, rnm-15 9_ mm END of RECESS - I�jfi" -5/e'S (a/il " -yet f s�le 3.fi6 m 200 m (8'7 White line n2•} See Detoli 36 Through traffic --1�•• IU o a MARKER DETAILS a 5o mm 12) � I 16 mon-20 mm ,gB erm-p5 m SECTION A A SECTION B-H Q ENTRANCE RAMP NEUTRAL AREA (GORE) TREATMENT 0.91 ,E std Pion A2D11 N Ia 7.32 m 1247 a{. 7.32 m IZ4'I FI 10.63"-0_80"1 11368" - RETROREFLECTIYE RETROREFLECTIVE DETAIL 36A 86r► �- mm-4.5 m 10 mm-19 mm I PAVEMENT MARKER 1318 mm r 3.2 PAVEMENT MARKER 131.8 mrn t 3.2 AY N M K rt AT OOWNSTREAM fSIa" ' %a"1 r Ai EITHER END Q r 100 mm 14"I White Ilne E6013 of traveled wily lmoinlina3 .��,. DETAIL 37C 183 m 27.42 m 16 } (9011 0.91 C r DETAIL 38C -1 lO.DT'-0,11' ► (0 40 -0 i5"1 (O 9 8 8 8 8 8 R 8 8 8 8 8 ��, %' a r- END OF RECESS-- OF RECESS A A 8 B , -- - - -- - - - - - ---� C �D' ! 9.14m See Details 278 r (30 1 Std Pion A200 1.83 mm 100 mm 14'9 White line ' 9.14m 9.14m 9.14m 13`1 I (30') (30'1 (30' 1 ♦` Z f s-o iv 1,22 m U'1 P �� 7,32 m (247 7.32 m (24'} �t E d -� Som 4L3UO rn OOm OOm 27 Min 117 Mtn 2) Min 12') MinMin 1+-300 mm 111 Min PLAN Z �} See Detail 8 88 9 88 8 6 I Be 88 9 9 8 88 9 68 8 8 9 Be I888$8�88 TYPE A& AY TYPE G 6L. H PLAN ONE-WAY TRAFFIC Twp-WAY TRAFFIC ..,, Std Plan Az@a (TYPE it (TYPE 21 200 mm 18") whlta Sine Type A J (f� "I E LANE- LINE t. Retroretiective Face (11 100 mm 14") Yellow Ilne YP marKerS opt}nnal i!t 5�, / (12') Through trafflc i- See Detail 38C Std Plan A20Dfl) DETAIL 39 --Iso mm 16"I white Line RECESS DETAIL FOR RETR4REFLECTIVE PAVEMENT MARKER 7.eEdge of traveled way tromp} EGEND6.91'► �M, - - �---- s 1611 betalls 25A MARKER DETAILS Std Plan A2oa a TYPE A White Non-reflective INTERSECTION_ LINE IIB mm-123 mm N.58"-4 83'9 r- BIKE LANE t LANE DROP AT EXIT RAMPS EF TYPE C Red-clear Retroreflective mm-105 mm 9s mm-LDS ran 16 Inm-20 mm 90.621"-o_8c-I 19"�t3s-e'4.1ri [S.ee�4.i3'i Xa DETAIL 398 � -� RECESSED MARKER NOTES: K? mm-e mm ro mm-111 mm �'' Z [] TYPE G One-way Clear Retroreflective _ } IDETAIL 37 1.83 m �_2._ . 27.42 m_ tg S -di-- Direction of Travel L5 mm-4.5 lil 10 mr-19 mmj 10 me-19 mm} 490') (0 40 0.75 1 l0 40 0 75'7 _ 60 m Intersection r (20011 O C Q 10.40"-0.44"► 10.40"-0.44'9 L See typlcaltroffic Ilrte details for marker patterns to be used with recessed pavement markers, Detail 14 requires a Type 2 recess. Repent at 0.8 km Uig andel intervals 0.91 90 m t3•, 4300 1 4.14 m 9_14 m 9,14 m_,_, 9.14 m-._ . See Detc11 388 See cc-ran 36 :3011 130'1 ---(3011 I -- 130') I Std Plan A200 ! u u u v (u.07" 0.17"1 , _ i ., r' %.?% n "% %F E ra sq ; 4 W �' N ...�. 2.44 m 122 m -- 150 mm 16"l White line l8'1 (4'l �� - - 2. The retroreflective pavement markers shown for recesserJ 50 mm•6' mm Zm 6� Inm (2" 2 /Z" /2" for an7on'recessed Installations. > d El I � f� 9 0 � N 0 � I M � ® El ..AA,� 0 0 if m ti200 mm ,8" )white line o 13,1166073- Pi %i f;�'m _ TYPE A TYPE C TYPE G DETAIL 40 DETAIL 40 O Retroreflective Foca TYPE C & TYPE D TYPE G & TYPE H 0.30 m 1.22 m 09[m t3) Retroreflective Face 1,83 F" I r) ••i r t.,.� t4 t -►t r o 0 0 RETROREFLECTIVE PAVEMENT MARKER 1.83m 1.83m C7 ❑ � ❑ a o a 0 4� FOR RECESSED INSTALLATION DETAIL 378 c�'t 27.42 m 16'1 Repeat of 0.8 (1901) mile) intervals 0.41 90 rn .___9•!9 m_--.--.--@.1.4. to _.___9=14 _P}_.---- ___2>_14.m .---- 13`) 43007 , oeran 36 See Datafi 36C STATE OF CALIFORNIA ` -100 mm 14'7 white Line --Type A Han-Reflective LANE LINE EXTENSIONS SEE NOTES I AND 2. STATE of CALIFORNIA DEPARTMENT OF TRANSPORTATION ;see 136') 130 I (30') 130') Std Plan A20D DEPARTLIENT OF TRANSPORTATION upr� THROWGH INTERSECTIONS PAVEMENT MARKERS AND 88 9 88 88 9 88 98 ® 88 88 I 88 89 9 ,88 I8�888I8-s PAVEMENT MARKERS AND TRAFFIC LINES TYPICAL DETAILS TRAFFIC LINES TYPICAL DETAILS these "Standard Plans for Construction of Local Streets and Roads" contaln [nits In two These "Standard Plans for tonstrucfion of Local Streets and Roads" Contain units in two systems of measurement: Iniernational System of Units (Sl or "metric") and United States r3.66 1F 112`) systems of mleosLrementl International System of Units 151 or 'fietric•9 and United States Standard Measures shown kt the parentheses (). Trio measurements expressed M trre _ Standard Measures shown In tfe ourenttloses [I. The measurements exoresbed in the two systems are not necessarily equal or Interchonolsoble. See the "Foreword" at the The solid chonnelizinq line shown may be pmltfed on short auxiliary lanes two systems are not necessorN equal or Interchongeabie. See the 1Farew6rd" of the be min of this blicotion 4 AU toglnning of this: pollcotion. (3') where ,reeving length is critical IB m '► NO SCALE A 20C ._]1 NO SCALE A20D REV REWSION oESCRIPTiON DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT wr A Prepared Under The Supervision Of , CITY OF F O N TA N A CALIFORNIA JURUPA AVENUE STREET IMPROVEMENTS HDR ENGINEERING, INC, �UR DIAL TWO WORKING COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER NEER MAY REQUIRE RE REV I S I ONS TO THE PLANS TO T DRAWN 9Y. MM MISCELLANEOUS REFERENCE DETAILS 5 0 SCALE DESIGNED BY: DATE: 4� 2880 MARKET STREET, SUITE 100 BEFORE DAYOUBE GORE BRING THEM INTO CONFORMANCE WITH CONDITIONS ; - - 12/5/2007 CHECKED BY: APPROVED BY �¢���� DRAWING NO.: 4 RIVERSIDE, CA 92501TOLL YOU DIG AND STANDARDS IN EFFECT. FREE I-boo-227-2600' UNDERGROUND SERVICE ALERT TK 4312 4312 ENGINEER DATE: (951) 327300 A PUBLIC SERVICE BY 47 \\ora-fi1srv01\ustnproj\200093\003\project-drawings\misc-ref scanned\stdplan05.dgn 12/4/2007 11:31:35 AM DFLTUSER