Loading...
HomeMy WebLinkAbout852-HHH - OldTownFront-StreetImp I { I + RIVERSIDE ' COUNTY ROAD DEPT , • t INDEX �OF SHEETS CALIFORNIA SHEET 1 TITIE AGE PLANS FOR CONSTRUCTION OIL I OREGON � i , SHEET 2 TYPICAL SECTIONS AND DETAILS • # SHEET 3-6 PLANS AND PROFILES FRONT STREET rT . FRONT A\f KJHJ Ly COUNTY HIGHWAY ' * , NEVADA 1 BETWEEN Ist. ST & MORENO RD. - FEDERAL AID PROJECT NO. SRS -065 ( 7 ) 0 0 \i RIVERSIDE COUNTY A R I Z O N A un �b Oks � v JJII L o� •.` FS � 4f- IS ti . MEXICO y6 0 Art� p J V MONUMENT LECEND o \ T8S R3W ♦ Control Triangulation Station ' Riverside County Triangulation Station (F(1sN+^ + • Set Brass Disc in Well \y+,l Set 2 It 2 Nub With Riv, Co. Tag Y ci) A\ , Set "Copperweld- Survey Marker r 51. g Set Brass Disc in Stone or Concrete as Noted Set V I.D. Iron Pipe With Plastic Plug Marked "County Surveyor" '''• ( e' �, � ',td 5 ^ 5� Set Temporary Monument as Noted END PROJECT '•... �s� s�; <�• 'c. f �� i, y4 CCf,eP • found Monument as Noted STA. 1234-61 .5 •,�i �qo t, * pft+ t�E f Vertical Control Monuments Set or Found as Noted # CONVENTIONAL SYMBOLSCL Palm IS .✓ra. L04 Wooded A+ea General Plan Ft tin' BEGIN PROJECT flt.J ty P,:Ie • Re<or de(I Lot L:" �� _ •� - Gu, P ,,(left Lot One STA. 1014-00 - Gnr An( ho, WO. NoL 82-6005 Meter y SURVEY No. 463b M,n hole FFre Hydrant Section Line Vale N FIELD BOOK No. 2030 Edgy of Pa.: "o Sia tlpq(e R,.w n� �� Wen Bp. Curb and G Gi,ltrr O � � Fevre ,& Gate, ', d,.,.., e - y � PLANS APPROVED : Rd lioa(I T,a( e - Pyfeline U+op Inlf•1 Z�'L tl Retammn wail 1- , Cw.eft & H«�adu.all. o COUNTY OF RIVERSIDE € +i O 1000 2000 3000 4000 ( _- Q �IIIId InQ f( BIIftQP Y ' -.. .0 I D( �f•Ka �A. E. NEw COM B, R.C.E. 22168 � 4 flood Cham.fd _ Floe. Line - � Cto" GnHe, GRAPHIC SCALE ROAD COMMISSIONER A COUNTY SURVEYOR. 'I) GATE _.ti4� 19 T1 r '} Top of Cut Slope Q Toe �t Idl Slope LENGTH OF PROJECT, 0.43 Mi. i Syn F luo(e _ p b U ITT t p waII AS; UU1 � i ���Lt1N CORRECi,�asF$ NOTEr] I r �� 1 E CONST. RAW 8 SURVEY RAW 30' 30' 10 8 12' 12' 8' 10 a 6' 2' r4n/6 3' rL PROFI LE I 3' 2' MEET EXIST. GRADE MEET EXIS GROUND Q25'A.C. GROUND a. 21/2" THICK A.C. �R MAX 9. %. JI.5% 5y� 4%MAX _ _ JA.C. DIKE CONST. A.C. SIDEWALK CONST A.C. SIDEWALK (0.17'T. A.C. V/ 10.17'THICK) 2' W 2� / "C =CL 3 AB PLACE TYPE PLACE TYPE VAR. A DIKE "A" DIKE Q N NOTES EXACT LOCATION AND WIDTH OF DRIVEWAYS TO BE DETERMINED IN THE FIELD BY THE ENGINEER. TYPICAL SECTION - - - -- TYPICAL DRIVEWAY APPROACH FRONT STREET SCALE: 1" " 5' SCALE. 1"- r 2 ND STREET MAIN STREET 4 TH STREET (NORTH SIDE ONLY) 5 TH STREET 6 TH STREET j 24° R.C.R t I fl i STANDARD FRAME 9 COVER, 22" (ALHAMBRA A-1530 OR EQUAL) I . z r I O 1 A I 3-# 3 DEF. BARS 6, I 7f w V-10" LONG,BOTH WAYS o / . ... R R=3" I' ' I STEP 24" R.C.P � I 24° R.C.P I I I ' � -� ' _ / � 7T Iv j / / , v �j 24" RC.P ,,/ ,�' JUNCTION BOX ELEVATION- NO SCALE NOTES CONCRETE SHALL BE CLASS B. MANHOLE SHALL BE PLACED IN CORNER NEAREST OUTLET. CONNECTION OF PIPES TO CATCH BASINS 9 JUNCTION BOXES JUNCTION BOX PLAN SHALL BE ACCORDING TO RIVERSIDE COUNTY FLOOD CONTROL STANDARD CB-109. -- -- — REINFORCING STEEL SHALL BE # 3 DEFORMED BARS. CLEARANCE SHALL BE 11/2" FROM INSIDE OF BOX. SPACING IS AS SHOWN IN NO SCALE TOP SLAB AND AT 18" CENTERS IN SIDES AND BOTTOM OF BOX, BOTH WAYS, STEPS ARE 3/4" PLAIN ROUND GALVANIZED STEEL, ALSO IF V IS 3.5' OR LESS,NO STEPS REQUIRED. IF V IS MORE THAN 3.5- AND NOT MORE THAN 5.0', INSTALL I STEP 16" ABOVE FLOOR OF BOX. REVISIONS COUNTY OF RIVERSIDE REFERENCE i W.O. NO._82-6005 - _ ROAD DEPARTMENT FRONT STREET APPROVED BY ROAD N0. 51538 - -- --- — BETWEEN _ SURVEY N0. 4638 A.E. F[wC0"Y. a...i —._ NO. DESCRIPTION APPR. _ F.S. N0. 2030 _ Ist. ST. & MORENO RD. _ I TYP SECTION-BASE THICKNESS REV. + + _ - TI — �— DArE �"�""� "4L 1`• LIZL PROJECT N0. SRS-065 ( T ) SHEET 2 or E 852 - HHH v I 1 I I , 1 a , r t ; 1005 i < 1 EXIT 0 N m1005 T SU RVEY VEY 1000ci I I 1000 I PRdFILE GRADE 995 3 I I J m EXI T. 20" C. .L90. ti IT 0 z 1 I I I 1 ! I I �A� I I yyGVZ � 1{ vE'%x I I 2 I W i I d 2 Z B.M.♦ 9.76 ELEV. 998.32 -D. 2x2 NUB W/CO. TAG 4 NAIL B"DN., B.M.*11-76 EL£V. 1001.41 I' W. OF PP*549GG, G7'RT C 5TA.89+OG FD. CUT 0 @ COP. OFCONC.SIDE- FPONT ST 29' RT 0 "C"5T WALK FRONT OF U.S. BORDER PATROL { � � . . _.... - .-_: _ ._. -_ S7 -S"LT ¢ 5TA.l00.7G FRONTST ._ A., G4• 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 W � _ a 0 v Q CURVE DATA A- 29.47' 00^ a\� R s 488' A 9 m V V of O6R �pJ y(. T s 129.77' >c Y " v- PI 5' 0� L - 253.67' O O 0 ♦n R N �I/l d t�� C 11 a ! a pk 14 / m ! `r i , Z`, o �, 4� Q k R 0 G• S` �� AsPN Gj V. c Fp.er k -TIe .p 0 017 E 7 j t��1y4 Its * ,49 '// 5 P• C All. - - - - - - - - - - - - - - - -- — — — — — — — — — — — — i . 189 190 191 192 193 194 195 FRONT 196 197 STREET 198 99 N. /5'43' D/" W STA. 100 t 94.37 II - - - - - - - - ----- - _ N NT., MEET EXIST. O I I 7, fJ J, R. 3 W, V A hl� � Q �k - 9-24-80 Ltd QQ 9-tt-BO LdR .`L Q• '3 V Q BASIS OF BfAR/NGS_.— REVIJIONS COUNT OF RIVERSIDE REFERENCE NTERL/N OF FRONT ST SHOWN -0 A D D E P A R T M E N T FRONT STREET W ° N°. E2 60 ON 05 p1 ON AS S)47 AND MAP O04-R (N. IS'SO'O/'W.) _-.._ _.. ._ _ -- ___ ROA APPROVED By BETWEEN SURVEY No 4638 _ _ . >e q k _--- - _ - Q E ??�3ac2rrrr� __ _4 -1 >? !QQ QI AOD 35 _A_C. DWY APPROACH — .__ —.. �•�K�' • c.t.it��i c, R N0. 2030 /L�'_ A� �� Ist ST. BI MORENO RD. L _. _ . NO. DESCRIPTION APPR. r; TE "P PROJECT NO. SRS-065 ( 7 ) I SHEET 3 A 6 85z-H H H I wJ LFz4 doo - -._ .. ". +r sK I �1 + x W I .N1 1000 J . { 2R. P8 - - 1 — -- - -- ' - -- - - 1 I I DO 167 AOC•1" _ r' o , I 995 -_ TER LI I Qo 9 9[ OWERL - iI -8"--FMAIN -C E I , 2AY Or I � - ". Rc -- 1 _ PROFILE "RC (9 �TA. 1 9+Q 2q' 304 R.C.P. 5=0.004 F1 { OFIL GRADE - R. — --- b` - -_ ' . - 0 S 9? . . 0'7 2q'K 19 R.C.P. S= 0062 ; -, _._� IZ+_ _ 2 ! _moo �4 S 3s 00 _ 9r@ I 4 z P. XIST. ICOF+C. 1 C ANNE`` SLO E AS DIRE Ep BY 24"X3d �! O i 0' vC. N r1 , W E GINEER l A PROX. 15 7 N - SPILL AY 41i EI UST I I1 ST NoI -- Xl - I _ 6 OM O I85 E IST. ROUND > £ ST. CHANNE Nof Wat o ,A Q HST. o 9e5 LOOS% 3 3 'X + 1 f o•_j _ — _ _— _ . - -0. } - - �i— —i_ _ - - — I — — .3011'ti _ 0 ♦d488 •J. so1000 0 23 °/i T� N 1000 - ' 1 I 6 PR ILEIGRA E I > o . o N Q11— I o Q y , I - x O. F I 0 la _ —�— e�fYgi ID LI E ST 2b C. C. r 4 +o o f O N1 . o - -I a n o ro 995 ?cam _ Sp -- - . ; N - .. �._ - . i .. a _ ._1 _- - i ___-_ - o : . . 01 !100' V I N - }J WO m _ i - 1.. . - _ I_.__.__ ,. 17 1 poly p ^ m c�oz 1 - OI r OZ 1 __ 1 �.-- _ I -_�a^ aa¢ _ a+ M W : S { N - x zo - f } i of I i'Ih + t H W IF. + N o _ --- - C - - - - - - -- - K i J I O W I e W I v 60Gv > W V' 1 F ' 1 � ' IB Q O N — I I 1. Z N,� I _ I : a EX) T,-GR UND � - __ ' g N o Z aO i g - Oi � O. o + � W y _. _ 0 W ¢ N : — Z Z A O'O {il O — --__- N _. I m. _ J -_— Q { - m ♦ 5 3 A �.61 f C -. _.. > fV A ` _. . .. �'GD - o - +e.azox L 0 1 II l _ _ _ ! R% EXIST GR ND + 1 � _ m � 4 O _ . - - ` � _ iET I _ - ! . E f•VY( ( i -_-. ___ i • Q - AT-t'L' •SUR EY • N AT SV VEY a m O O ~ O 1 OC � t Wiz- -AT SUR D. a �e.3�3s a s� PROFILE GRAD sk' j 1 OFILE p FE PRb E g 6 > p ' , o o w GR DE B.M. J-G3 USCG CS ELEV. IOOS.G51 ' o GRADE O 33 ff -."- - - - I FO. USC f GS BRA55 DISC. SET VERTICALLY I }1 ORA E F_ZI I {L - 50• VC. +I I P OFIL GRh DE I MKD. J631927@KW COR OF FRONTST.f MAIN P- IIII E GRApE 1 ST TEMECULA. DISC.SET IN NE CONC.WALL OF ' ' i2ND STREET I FORMER BANKBLDG3'ABOVENATURALGROUND CO. CONTROL DATA.(1970) - - EXC.= 1209 cy -- -- — -- . .. --- EXC.= 1483 C.Y. - _.._. -- --- -- - -- _ -- __ - - LEVEL PER WESTERN _.- .. EXC.- 1753 C.V. -- _...- _._.- EMB.= 4 L.y EMS.= O C.Y. EMB.= 0 C.Y. — 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 hit k � � o k� •� r Q a o a QQ Q • k pk �'e • k p .. e�� V V ` �R eV � 4V � Q • ,; R , d kVl . Q . 3TW G-41 g2NO ST_lSOO FL. 'v Q �Y oO R e �p •2V •N:M, a$ 0 �Y �P Olt Q �Q OUTLET/N MURR/ETA CK._ / 3 Q Wye N� 2 0 ne1Q NQ GQ k WQ QI cQ\f`Y\f Q' W�� W NWQ Q '� Q A Ve ; WQ 3 v0e `U`C N STA. B+50 END OF GRADED AREA PUKE 24. 192'RCP f ,�4' STA. 103+60.16 rL FRONT ST. STA. 107+20.26 Q FRONT ST. I STA. IIO+B9.82 C FRONT ST 30'W 30' ' f\e ------- --- ---- M 24".2oo'AGP £ 4'=s' STA. 114+59.68 Q FRONT 5T. PLACE N:7/d=A.GA STA. 10+00 Q 2ND ST. V STA. 10+00 G. 3 RD ST. I 1 STA. 19+19.50 rl MAIN ST. JUNCTION BOX. (SEE PROFILE 1 STA. 10+03 Q 4TH ST. 30' 30' V i STA. 109+00 I'I 3 I _iABovEI �'T3=4' V• CONST P COMBINATION :, I INLET CATCH BASINS, PEA ' STA. 18+25 T; 57A. 112+80 0 2 ' I AIV. CO. P.D.IMP STD.NO.302. I I MEET EXIST. conST 2 cow+e/NArroN O STA. 91058.7ZNCTI ,! CONST I II JOIN WE r E4) 30'CA k Added Conc. Driveway INLET GATGN BASINS, PEA / STA. 9+30 II (/LAATE EACNJ 3@' •Wy I A/V. CO. AD.IMP STD NO. I 1 4'.4'JUNCTION BOX 2S�{ ' I k b ' Y- B'- 7j•" �.., I 1 STA. 9+50 I MEET EXIST. II PLACE 24•k 26'ACP I �1 IN WITH 24 i/B"w78�CN PA. END PA VT,DIKE B SIDEWALK ,� I ti Add" PO'Dis'r•N9y O II Cdllt 5'A.C. Sid[wslk (16RATEEACN) 3e' I I h3 PLACE PI K30RC.P. 1 I yI 1 �A I I piif PbiA'iis0 ,CE 85�PH A�ARH/N6 ACE.! V AS/�/.p�A!K//vs .ORE,I ASPh!p RN/NG RE Af5/h: o ' I CONST S'A.C.SIDEWALK LK I I • CONST SA.C $1-WALK I AL: pia Typc ♦A" VIM I I I a 1 EX/SZEI RSPH S/DEW lip PLlip ACE T✓PE 1 1______ T. f-_______ __ ____ - I - _ - . . - P _________ _______ _ _ _ LaCETYPE_ _ 1p - b E.P. E.7Ifi PLACE T✓PE _ __ __ ____ ____ 1 10 104 105 106 A IKE for Loa f D,Kf o9 FRONT no 1 n uz n3 STREET 11a I 11s A'O/KE Its 117 so 07! + ./6 STA. 10- de Hulk h I eIDE s'Ae. 1� 1 3 Gq5 G/NE CONST $AC.3/DE WALK I 2' TEGE, GgCLE ' I C -1 COAST �'A.C. $I STA. TO'J++S_ - 50 I EV' Ploce Typc A" DJke smfwacK ° IB MEET EXIST 120 20 —Eliminated A.C.Dike ASA=N. j,, 12 = INLET 2 COMBINATION d I In I 1 I STA. f_0+75 _ �Q( INLET CATCH BASINS, PEq M - j J - JOIN /ID/MR STO NO.302. O t MEET EK ISOO 1 ! ` MEET EXIST. d C C JOIN W/TN 24'iyB�CMP. • - 31 V I ' 3G, _a I k STA. 10-91 k, 1.61 MEET EXIST. 11y ye'1 N I \, �H HW a FL ti ill 4 R0M1i h r.k k � 1 h Ilk ! � Qt �� z ^ t Q w cr w i o iN�pp e ! k Z N d M N NOTE ALL PAV'T RETURN N � Z RaOii = 25' '� T d J. R. ✓ y� REVISIONS COUNTY Of RIVFRSIOE REFFHEt"" d1 : : t91 L \ ROAD DEPARTMENT FRONT STREET wD.N0. 82-6005 4 vQM � ,�„� lI +REVISEPIPE LENGTHS i APPROVED BY BETWEEN PnA ' No S 1538 v V \ © RELOCATE INLET CATCH BASIN 1 + C2E j��sY1y� G_/_7� SURVty NU. 4639 •.C.c•nw F' a m, 2030 ,y N < Qh p2 REVISE DRIVEWAYS _ �• •». Ist. ST 81 MORENO RD. 1� NIF O�Q1 0 N b D.t ti ( LOWERED DRAIN LINES L I N 4A DescaImon — - �ArvR. oifE � � PROJECT NO. SRS-065 ( 7 1 sMe, I 4 or 6 8sz--H HH a ~ L } I _ i , l000 o -- Q4% P s 1 : 006I4 R.C. j RA. I I 1 I _ 1 i 14 995 91' ROF 4" O.C.P. STA. f ♦7.9 8 PIiACE ONC. PAVE14ENT RUBR E ON I ! 1 J C14ANN SLOPE A DIRECTED Y - 1 i a ENGINE (APPRO 15 C;Y. ) N x j 1010 990 1 90 x _ I _ z 010 -A NLL BOTTOM 1 i Z 0 i _ _ 4 i . - - { 1 __. _. -.}-- m Ib o C f EXIST. GROUND _ j Ki Ni ni ,NQ r I AT SURVEY . 1005 d5 0 p o 0as i 0 +0.301 49 I _ �I V GRAD I i ST. OVNb I E 6 1000 r PLACE 24'� EX� 1^ AT RV I OID1 1000 Y N 0 � _ __ I C9 � Z ___.� I I ' ._ _ ' 'ais = m J, W I - _ 1 1 r _ _.__ . -._. _ — .. ��' .00 x q; { �N I N _ . w I f�ROf LE �RA �TH T. iI j - tL I _ 33" LT. 3. CO ST. p , .W.1 g I E%1ST. A.OP. WATER INE W I m f t N a �: i- LL 2 LT. OF CON T. Yf In r 1 I I' �IZ e _JJ 1 x m m o R _ - - ' P W - j { A N N O M �.j In 1 Q O J _._..— . G T I N p0 Oa ~ N f F- wILL W M VI W ... 00 left `E T-4R'Ot1Ff0 - _. : • 1 _ ..- AT Q SURVEY I -I _ - I . ... . ; _ _ _ _ - _ f ? t - 85.84 0. CUT X7N/W CDR,100 EPS A T LITTLE CHURCH /N TEMECULA. 55' I - � I II I i I I I RT. ¢ STA. 122+52 FRONT Sr. - __ PRbFIL GRADE 5 S -- -._.... EXC.= 1311 C.Y. - __. -__._ - . 1 TOTAL EXL. = 6424 C.Y. -- -_. . _. It _..- - 1 EMB.= O C.Y. EME.= 27 C.Y. TOTAL EMB. = $I C.Y. 117 118 119 120 121 122 123 124 125 126 12T 128 IN IK III (i it ` �b kQ 8 �yg ,E Vg � Q . a MQ i b Q 0 � e ® ' 3nV I.e p*v �aaFSk �� d a n d Q 'o� Y 4 Qh \ T $ $. R. .3' W. / S£C. !? PLACE 24"w 2/9"NCP \ STA. 118+19.63 TL FRONT ST. ' STA. 121+79.44 IL FRONT ST. STA. 10+00 Q FIFTH ST. STA. 10+00 Z SIXTH ST. ocr9d aO 11 PLACE 2A"..SO'ACP WiTM ¢ 2 COMBINAT/ON /ZlE7 CATGM 25' ! PLUG WI1H to'TNKIf camcRETE - 1: BASINS, PER RI V. CO.RD.IMP. 1� I AND ABANDON IN PLACE 14"RCP STD, No.3o2. (I GRATE EACH). \ li I I MEEET EXIST W n f 1 PAVED PARKING APEA N STA. 9. —10 REMOVE DJI�RD POSTS w w I 1 1 ✓`5 r O�"t. 5'A.C. SidNmlk w MEET EXIST f -' 1 1 f F } Pbac Type "A D,kG 2O"c%n7sa ---- ----- -- - ----- ----- ------ - --- ----- 117 II 1194 uNvevEcoNST. ' 120 FR R 121 122 123 124 i 5 _ _ . --- - _. __ _ _ - _ _ _ _ -__ g _- . -__ _ - � ,. -- -- - _--_.- ----- ___-_ _- ___ _____ _------ --------- - _.._ _... , O �,1.1 _ - _ ___ _.__ .� _ —.-. . ._.__ _ _ _—_ _ 1 -___ -- B"✓CG sE<L cse<c� Imo - O STA.0 0 i \\ \ I 1 Place Type "A' Dike MEET FA%SL i i'� I Corsi: 5' A.C. Sidewalk I Il i STA:IO•SO ADDED MISC. PAVING I _ MEET EXIST. j I =`� STA. 123 t 6L50 I m fl 9d4-BJ L.A R. T o _ a L ao' _ END CONST. ,MEET EXIST, n a - L4 m 3 7 ! 1 1 N v ¢ CURVE DATA - N 27e04'00 ISOo' = N ; T • JGI.04' 10 It Q 4 g. W REVISIONS COUNTY OF RIVERSIDE REFERENCE- 8 _ _- _ _. ROAD DEPARTMENT FRONT STREET wo NO, 82-6005 y O1 ! — APPROVEC BY ROAD NO S 1 538 � Y, IY q .,- y 41 \ Q.n �4 ADO MISC.PAVING _ _ REVISE MISC. DRIVEWAYS - - BETWEEN SURVEY- No. 4638 �� e • C, a Q e Z .Q w 2 RELOCATE INLET CATCH BASIN e _ _ -- -- a.�• •_••: ISt. ST. a MORENO RD. 8 No 2030 ry _�1- 1LENGTH OF 24' R.C.P. LIDATE suu44y �'J-7� PROJECT N0. SRS-065 ( 7 ) sNEfT5 of 6N0. Of Sl ^TION .,� ssz-HH H 1 I i I [1030 1025 - i I I 1020 1015 I ' 1015 1 I I1 f F i i t i I - I - j � � I I j 010 { / 1 1 {" 1 i i T!?ATIS . S RRbUE D W t o < 6 W - Y O I I ' ` ice I I �I— - 4kol > : ^ o I : : RJ Om _ �Kma ' 1000 d o0 c --_— - i I o T LE GRADE _ I n r � i � _ E ROFI { owe I , I ' � - - 50' .C. ! 4 } i GRADE B.M.*2-76 ELEV. 1004.0q ' N STREET aD.1?�3-7c ELL . 1022.36 , FD. CUT A SW COR.OFBRIDGEON MAIN 5L ' ' ENCE AROUND GTE @ /4'RT. ¢ SrA. 13+15 MAIN ST. MQ�, _ .. LP. UP D?'@NE. COR.OF MAIN I HONE CO.0 STATION RT. 5 A. 1 12 13 14 15 16 17 18 19 20 21 22 23 24 25 15 tit ks 3 v vvv o Were e� a m h o 3 STA. 19+19.50 R. MAIN ST. a VST9.82 FRONT ST. Dd Ito' 2d � �. dace 7ype 'A" Dike A I { { 111 I I i 11 I I I I I I j i 1 1 I � i I I I I I II I I I I I 1 1 ' ) l s _ ' -.L...—' �+ ETA t — o El 1 .r 3T E i ExirfET I 113� 114 1 IIS , '17 �U�Q� IB N 19 20 STREET 21 22 4 SURVEY 23 I 24 25 ' I Y : Exir�E� a . � ___:-� -- - -- - -�_G��✓_ � __-- ___ - _ ___- - - _ _ - ___ -- _ _- •� S 4C6 f d.•6,Is t/NF I III - - • h 0 1. I I O ° , I - l I I Z.,6 As L/.vE I I VQ y 'V � V { t I O I 1 { 1 1 I I W I I N hF Q g Z.S 62.5' < W ' V641 a eg 90 A. " f T, 8 S, R. .3 YY, ti a o ti SEC. 12 9 ?4•ea L.d R. 14 REVISIONS COUNTY OF RIVERSIDE -. REFERENCE - . ROAD DEPARTMENT MAIN STREET w.0. No. 82-6005 Q Q APPROVED BY ROAD N0. M 12 87 BETWEEN S — w SURVEv NO. 46 a a Q Q r{ �.E.Ncwcor•, 38 i , i _. _ _ R.ce.tzlse ISt. ST & MORENO RD. F. P va 2030 N N 3 ; Z h N0. DESCRIPLON gPPR. DATE C ' ! PROJECT N0. SRS-065 ( 7 ) SNEE 1 6 or 6 8sz -HH