Loading...
909a_spp_ssNDEX OF SHEETS: 1 TITLE SHEET 2 NOTES, DETAILS AND TYPICAL SECTIONS 3-6 PLAN AND PROFILE 7 SUPERELEVATION DIAGRAM 8-9 SIGNING AND STRIPING PLANS 1-10 CROSS SECTIONS LEGEND: PROPERTY 80(il~---------- FLN UNE------------- HVI PUNT ------------- Lm PaNT------------- EX6T1W CONTOUR ELfVATAV — — — — — — — PROgRUSED CONTOUR ELEVATION — — — — — — - PROPOSED 2 e 1 SCUPS --------- DAYLIGHT LINE------------ PROFMED ElfVAT1aV — — — — — — — — — - Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DOG )•a1 - A�mjjgw m icof oft GARY MCKENZIE; RICAAY OPERATIONS SOERINTEWNT DATE SMITH. NIOR CIVIL ENGINEER I}il HP. LP. EL W001 900 CITUDI TOP RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT RIVERSIDE COUNTY HIGHWAY PROJECT PLANS FOR CONSTRUCTION OF RECHE FROM 2185' TO 1005 ' CANYON ROAD SLY OF KEISSEL ROAD W'LY OF KEISSEL ROAD FEDERAL AID No. SIPLH-5956 (089) t! e 289 V23we SlEc e Ua VICINITY MAP PROJECT LENGTH= 0.60 MILE PLANNING/ENVIRONMENTAL DESIGN SECTION S D . 4.9� D)ItANN BY DATE N STill# D CHECKED BY DATE • 3-5--1 RECOMMENDED DATE a REVISIONS DESCRIPTION APPR. I DATE s w E CALIFORNIA S �y RI VERSIDE COUNT" SITE PROXIMITY r""w SAN BERN40NO SAN HERNNMO COUNTY f - ^ _ COONJYITA'\ BANNING PAGi RINGS n J� DVTANGE \ 1N000 j "` e f�CYTifiE COUNTY HEMET ' ,, 1 EUS COACH SAN € IEGO CWNTY IMPERIAL COUNTY d R k .Si BENCH MARK; FD. 1" IP DN 0.2` W/WOOD IN CTR., NO TAG, � INTER. RECHE CYN. RD. & ARROYO DR. R.C.F.C. Z 3442; EL. 1883.08 BASIS OF BEARINGS CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON GPS CONTROL STATIONS "FAULT" AND "METZ", EPOCH 1992.9. MnTP-- 1. THE CONTRACTOR IS REQUIRED TO HAVE A CLASS "A" OR "C-12" LICENSE AT TIME OF BID OPENING. 2. CONTRACTOR/OPERATOR SHOULD VERIFY ALL CONDITIONS AND DIMENSIONS AND SHOULD REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCE- MENT OF WORK. 3. REFER TO RIGHT-OF-WAY MAPS FOR RECHE CANYON ROAD AND KEISSEL ROAD WHEN LOCATING PROPERTY OR EASEMENT LINES. 4. ALL CUT AND FILL SLOPES ARE TO BE HYDRO -SEEDED. COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT YPR D BY 44 7 84, BMbiW#T. R.£.E. 14TT5 DATEB � BT � RECHE CANYON ROAD FROM 2185' S'LY Of KEISSEL ROAD TO 1005' W'LY OF KEISSEL ROAD REFERENCE W.O. NO. AG -0277 ROAD NO. S3067A SURVEY N0. 6051 F. B. NO. 2185 SHEET NO. 1 OF 9 909-A F EXISTING R; 30' TO 46.51' (VARIES) 4' I 1' tMIN. ) 11 i N 1 •, �`�� 2 ; 15 I � STA 29 + 68 Ib TO STA Al + 00 00 22 so, 20' 20' 4' ( 11 14 ! n 15 2% • • s a NI STA. 33 + 00.00 TO STA. 36 + 44.73 23 RECHE CANYON ROAD STA. 29 + 68.80 TO STA. 36 + 44.73 .21 T/V EXISTING PROP. R13 30' TO 46.51' 50' R,V 2 TON R.S.P. i (VARIES) I (5' THICK) � j 4i TOE OF SLOPE I 4' 20' TO 10.7' 20' TO 10. i' 4' LJ� ORIGINAL GROIMIO VARIES VARIES 00� TON R.S.P. 2 I EL. 1731.21 T/V / X cS§ ORIGINAL GROW j - n 15 n 14 n 15 2% �. INSTALL R.S.P. TO I' S ENS -� p p -� / AOVE SHMILDER ELEV. ti'mp qq 1fldq EL. 1738.03 T/V RECHE CANYON ROAD STA. 55 + 72.65 TO STA. 61 + 59.55 ORIGINAL QUMD EXISTING Rj3 30' TO 48' 30' OR 50' - TRANS I T I ON INTO 8% SUPERELEVAT I ON i (VARIES) 4' 12' 12' 4' (SEE CROSS-SECTIONS) RECHE CANYON ROAD i -i 15 2x TO 2_44% 14 1 1.5117E TO_2.44X 15 27E STA. 36 + 44.73 TO STA. 41 + 19.73' Z -t ORIGINAL GROIn 51.47' TO 126.41' (VARIES) 4' 11 ROTE: CONSTRUCT 1.5:1 SLOPE FIETNEEN STA. 43 + 50.00 AND 45 + 00.00-% I 3i ),2 TON ROCK SCOUR PROTECTION 1_� 20' 50.0' TO 92.09 (VARIES) 20' - 32' 4' (VARIES) 11 3 A' N xF; W� KEISSEL ROAD STA. 11 + 6.09 TO STA. 12 + 50.00 `- VARIES--�-4 f 5lWY 22 �- PROPOSED ALIGN. .i j 1,4 TON ROCK SCOUR PROTECTION RECHE CANYON ROAD STA. 41 + 19.73 TO STA. 50 + 97.65 TRANSITION OUT OF 87. SUPERELEVATION (SEE CROSS-SECTIONS) RECHE CANYON ROAD STA. 50 + 97.65 TO STA. 55 + 72.65 EXISTING PROP. R 30' TO 45.51' 'AL IGNMENT 50' R/M t (VARIES) 4' 20' TO 10.7' CONST. 20' TO 10.7' 4' LJ� ORIGINAL QU MBI 11 (VARIES) j (VARIES) 11 n 15 2% 14 -2n 15 n z 1 ?`/ pf OMIGIOL GUIANA( RECHE CANYON ROAD STA. 55 + 72.65 TO STA. 61 + 59.55 0.41 A P (ROAD SU 2' 3111 £p A P nTvr DETAIL "A" A.C. DIKE TRANSITION (N.T.S. ) 10' i ll� 0 O�_ r m C 00 � fl o/ LT D, 0 W a 0 ROCK SLOPE PROTECTION__j (SEE PLAN FOR WEIGHT) 0 Lu O ( PLAN VIEW) m 0 U- C) a O 2, +- N W J DETAIL "B" CULVERT APRON (N. T. S. ) METAL BEAM GUARDRAIL EL. 1739.95 T/V 15 11 7Iino I W�Q EL. 1733.90 T/V RCB INLET 2 TON R.S.P. I5' THICK) o a DETAIL "C" EL. 1737.00 TOP OF 1,4 TON R.S.P. OC -TOE OF SLOPE EL. 1733.90 T/V CONSTRUCTION NOTES 0 PROTECT IN PLACE. O JOIN EXISTING. SAWCUT AND/OR REMOVE EXISTING. REMOVE EXISTING CULVERT. �5 RELOCATE POWER POLES (BY OTHERS). ® RELOCATE UTILITIES (BY OTHERS). RELOCATE SIGN AS DIRECTED BY THE ENGINEER. ® RELOCATE SIGN. 90 REMOVE/RELOCATE FENCE TO PROPOSED R/W OR SALVAGE AS DIRECTED BY THE RESIDENT ENGINEER. 10 ADJUST TO GRADE (BY OTHERS). 11 GRADE DIRT SHOULDER PER PLAN AND CROSS-SECTIONS. 12 GRADE DITCH PER PLAN AND CROSS-SECTIONS. 13 CONSTRUCT 12' WIDE A.C. DRIVEWAY APPROACH PER R.C. STD. PLAN NO. 206. 14 CONSTRUCT 0.41' A.C. / 0.5' A.B. CL -2. 15 CONSTRUCT 6" A.C. DIKE PER R.C. STD. PLAN NO. 212. 16 CONSTRUCT A.C. DIKE TRANSITION PER DETAIL "A", SHEET NO. 2. 17 INSTALL 28 L.F. OF 36" C.S.P. (0.079" THICK). 18 INSTALL 85 L.F. OF 36" C.S.P. (0.079" THICK). 19 INSTALL 95 L.F. OF 36" C.S.F. (0.079" THICK). 20 INSTALL 83 L.F. OF 42" C.S.P. (0.079" THICK). 21 INSTALL 89 L.F. OF 30" C.S.P. (0.079" THICK). 22 PLACE ',14 TON ROCK SLOPE PROTECTION (METHOD "B") PER CALTRANS STD. SPECIFICATIONS. SECTION 72. SEE PLAN, AND CROSS-SECTIONS. 23 PLACE ',,2 TON ROCK SLOPE PROTECTION (METHOD "B") PER CALTRANS STD. SPECIFICATIONS, SECTION 72. SEE PLAN, AND CROSS-SECTIONS. 24 PLACE LIGHT CLASS. METHOD "B". ROCK SLOPE PROTECTION PER CALTRANS STD. SPECIFICATIONS, SECTION 72. 25 CONSTRUCT MBGR PER JULY 1992 CALTRANS STD. PLANS NO. A77A (STEEL POST), A77B. A77C, A77D (TYPE 1 FLARE), AND A77H. 26 CONSTRUCT ROAD CONNECTION PER R.C. STD. PLAN NO. 803. 27 CONSTRUCT OVERSIDE DRAIN WITH 24" C.S.P. PER JULY 1992 CALTRANS STANDARD PLAN NO. D87 -A (TYPE 1). 28 CONSTRUCT 72 L.F. OF 10' WIDE X 6' HIGH. DOUBLE BARREL RCB PER JULY 1992 CALTRANS STD. PLANS NO. D81, D82, D84 (TYPE A). WINGWALL H = 9`-7". 29 GRADE DRIVEWAY PER PLAN AND PROFILE. 30 PLACE LIGHT CLASS, METHOD "B", ROCK SLOPE PROTECTION GROUTED PER CALTRANS STD. SPECIFICATIONS, SECTION 72. 31 PLACE 2 TON ROCK SLOPE PROTECTION (METHOD "B") PER CALTRANS STD. SPECIFICATIONS, SECTION 72. SEE PLAN, AND CROSS-SECTIONS. 32 INSTALL CHAIN LINK RAILING PER CALTRANS STD. PLAN NO. B11-7. MINIMUM 12" IMBEDMENT. 909-A 1 F- J a T - 1782 + z I La -1►n Cl t78O + + a a rnv in a. mc -W1778 1796 f- pnw \ i J 1776 1794 Nk O 1774 1792 i - J Q 1790 1— J O Lo e + 1788 H J O Z \ + t- J 17781786 W co\ + 4.0 got .1O _ r- J - r- 1775 1784 z a� -- a m M a 1774 1782 4CDI PO I NT ..- a + Z `67 on- t- \ Ali - 1760 co \ �- 1104 W 1— 1778 -CDPiL W t� �n ti\ - 1/02 apcm to 6 cmU + W \ w co e \ v 4- 1791co L o\ 1778 'n v N H J } + 1796 Q H J 1776 1794 PROFILE SCALE: Mw j~J HORIZONTAL: 1"= 401 1774 ,7792 VERTICAL: 1"= 4' 19 30 31 32 33 34 35 36 37 38 39 *6 A.P.N. 471-070-013-1 CONSTRUCTION NOTES z J » ar z A.P.N. 471-070-038-4 A.P.N. 471-070-039-5 WOODSON, KENNETH W. TR. c� O PROTECT IN PLACE. z (SAME OWNERSHIP) RESHESKE, JAMES T. WOODSON, NATALIE N. TR. W m 23 19 27 23 23 2 JOIN EXISTING. 22 M/T 441 EMERALD BAY DR%. 22 23 RESHESKE, SANDRA O SAWCUT ANDIOR REMOVE EXISTING. M/T 11580 RECHE CANYON RD. ~ r 00 oo 0 0 co z o a RELOCATE POWER POLES (BY OTHERS). 16 �, ARROYO GRANDE, CA. 93420 0 o cam, ) o z o C::) 0 � i R 14 • ( 1 COLTON, CA. 92324 • a - Q t" - r 12°°° _ °"� �'°° ( ` t Lfl � Lo N � �' co o � Ln 11 GRADE DIRT SHOULDER PER PLAN AND CROSS-SECTIONS. II' 3 y°.°�.rr°�° _�..o °�•Or >ae.��...—yr• , + a + + �N + c.,,� + z o0 12 GRADE AITCH PER PLAN ANQ CROSS-SECTIONS. °—�°•.—>°"° o `�? o ` M r '-� 1~ri � 6 13 CONSTRUCT 12' WIDE A.C. DRIVEWAY APPROACH PER R.C. ' 2 0 z °°°�w� a Q w L' z 0 N STD. PLAN NO. 206. . ° 4 v v + z o °� c~i� m � � o �--s...�-- � Z o, 14 CONSTRUCT 0.41 ' A. C. / 0.5' A.B. CL -2. A.P.N. 471-080-00$ w r') o N ` n ° _ cn LA -i° • , r 15 CONSTRUCT 6" A.C. DIKE PER R.C. STD. PLAN NO. 212. o o �- � 1 s{�oNCRCrE °° ac; ri Q z °°°� I I CHANNEL . �°,°�'°'�E Q 16 CONSTRUCT A.C. DIKE TRANSITION PER DETAIL "A", I `I � z z ,� WOODEN EX IST ING R/w_ — ul SHEET NO. 2. + L7 22 ��sa _ rro ��°°° W �IHi9fAl�� 1 1 iE�r°O _ _— -- — 2:1 FILL ° WINGWA��s v ��•OO—�OeO��°17 INSTALL 28 L.F. OF 36" C.S.P. (0.079" THICK). °~ co 23 °"'�°—"cam°e—°.e--� °° ..°—..... —�°°' EXISTING SLOPE ` m m °� �•�.°— • 19 INSTALL 95 L. F. OF 36" C.S.P. (D.079" THICK), { cam. ••°—�r.°��°N ��'°•a—1°N°r EXISTING R!W _--- -- �r------------� �_ o _-a °N�°m ` 1 ° ` a' l ...�-------------------------=�°.. - o i 2:1 FILL ==_J�_,..►.�-�-- 11 fl o 22 PLACE i,4 TON ROCK SLOPE PROTECTION (METHOD "B") PER 1� 11 CALTRANS STD. SPECIFICATIONS, SECTION 72. SEE i ':1 17'1 k 3 - _ PLAN, AND CROSS-SECTIONS. MEN O1 3 33 34 35 36 __ 37_ _ 3�--- -- 2" H.P. GAS — 11 w —-------- W__ 14--�9"E— 1— --_—_ _ --12" H.P GAS _ " = --___���`'k---- - — — — — —L---.—"---_------ -- - 23 PLACE '�2 TON ROCK SLOPE PROTECTION (METHOD B )PER -------------�12H.P. GAS ----------- -" — � - � CALTRANS STD. SPECIFICATIONS SECTION 72. SEE 12" H.P. GAS-------- - 5 ------------- --- 0 1 — — i— — — — — — — — o — — — — — — 1 �— _ —14 _ _ EXISTING R/w 1 _ t W L.Lj PLAN, AND CROSS-SECTIONS. GRADE TO DRAINa — — — — Ln $ :1 CU 24 PLACE LIGHT CLASS, „ I No me IM!IsmCALTRANS STD. SPfCIFICAODONB`, ROCK SLOPE PROTECTION PER ' EXISTING R!W 12 24 2:1 FILL \ F� S SECTION 2 �------------------------------------------------------------------------------------------------------------------------ 1 _t CUT -1�i �- E--r-� �----` ---- -- - - ------ - - _ -1---------------------6j 27 CONSTRUCT OVERSIDE. DRAIN WITH 24" C.S.P. PER JULY 1992 E= L1:1 CUT PROPOSED R/W �'` � _ — CALTRANS STANDARD PLAN NO. D87 -B (TYPE 1). }� 0 1 o a T.G•E,� ip' IYI[lE DIRT DPfV 11AY �� S A.P.N. 471-090-001-2 0 { _ _ _ _ _ _ _ _ _ — U 29 GRADE DRIVEWAY PER PLAN AND CROSS-SECTIONS. GOMEZ, ROBERT J. c. $ A.P.N. 471-070-015-3 Q GOMEZ, BONNIE DEE + Lo � FERNANDO, MIGUELITO TR. ET ALS 2 0 o '— o w -- o VIZCARRA, ESTHER TR. ET AL �0 a Q L!3 0 o r. w Ln Ln � U o U cv `f' o M RECHE CANYON RD. 6' Lr� r— o o ao 1— 1� c`i FERNANDO, CELEDONIO A. TR. ET AL + w �r + c0 o + v COLTON, CA. 92324 z Q 0 1 M/T C/O C. A. FERNANDO + acv ,` Ln W W w �' m , 804 CLOVERVIEW DR.Ln Ly LS"),Izzi- � 1`n W I� GLENDORA, CA. 91741 a J Q � 13cn o Ln z Ln r.--, U m m m w - W 29 J d ti V w W W cD V iy t� F4. 00 0 MI CURVE DATA Q Q R L T �E 66e 50' 42" 30.00' 35.00' 19.80` DESIGN SECTION 3 - am n.Tr CHECKED BY DATE% RECOII WED 8Y I I DATE REVISIONS DESCRIPTION GEORGE A. _JOHN APPR. DATE RECOiIiENDED BY COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT _ __ . APPROVED BY DIRECTORS TRANSPORTATION. R.C.E. 42328 /1/17 DATE RECHE CANYON ROAD STA. 29 + 68.57 TO STA. 39 + 00.00 REFERENCE W.O. NO. A6-0277 ROAD NO. S3067A SURVEY NO. 6051 F. B. NO. 2185 SHEET NO. 3 OF 9 909-A 1774 1772 1770 1T68 1766 1764 w IN WE ►:�- `�T%I 1756 1752 PROFILE SCALE: HORIZONTAL: 1"=40' VERTICAL: 1"=4' 1774 ' - - " v i�°• ',r'•p`,i.`it`,i FERNANDO, MIGUELITO TR. ET AL 1277.84' 821.52' VIZCARRA, ESTHER TR. ET AL /�_^ / / .•ej��/ 1 / 1 FI LOPE.. ..• •.♦• ♦ • •••.o.•- . a•+1�i1• ♦••♦•♦•+•+/♦♦: �'f� i� �•Q,. t••+�' j,•,�•'♦+'•i••s++♦• f`••,�••♦ t ••je•,�•t•+'♦oaf �i • ���\irJ�i�♦�tt?�aj °�O''/�/'/ ' ?- � '' �•i�+�%�{�*,%� ���i �•i%�s•,i%�:♦>:a � ♦s�� `+�s �:i��i's�♦'wri �i`�s�+r'•: '♦i+'••� i�''+'•i,� ��,�%+r� O 1 _ � E _ I ST INC !;�..�— Q A.P.N. 471 -070.1 -ii -7 s _ _ _����= �,°°°�°.•�...°° R/y� a v MONTROSS, ERNEST �•..�••° °/'• mm� 419 BROOKSIDE AVE. �•..�°•.�°'• �•°•�°°®� z o •.• . ° �,° 22 REDLANDS. CA. 92373 DESIGN SECTION Ln La VER FC -A L CURVE 1772 1758 1770 e 1755 -t- H J Q 1754 1768 J 0 Dom 1752 0 1752 VERT I CA L CURVEC�l Lae 0 1750 rn 1750 Ln t sn +- p 1748 1774 r a 1748 o • � e Jc>J H F CO 1772 r- 1746 + 1746 La _Ln •c , o Q 1770 r + ' w Cl 1744 wl N -- W Q e Q N .- +, N o L7 C� +Clo . 1742 CD ` f+7 3 H ti Q OD }lap A nJ `: t - •a.F-7 ut N w ao _ �. [` _ A n �, w N + 1740 1774 1772 1770 1T68 1766 1764 w IN WE ►:�- `�T%I 1756 1752 PROFILE SCALE: HORIZONTAL: 1"=40' VERTICAL: 1"=4' 40 41 42 43 44 45 46 47 48 Q� d e h 14. 29 � ~ 13 O SEE DETAIL "S", ° T #2 o � f � � o X a • � 1. "'h 0 � -�- � co 27 y 2 2 r b o • " i ,l t 27 j0:o A.P.N. 471-070-039-5 A.P.N. 471-070-035-1 y.r; ° ° RESHESKE, JAMES T. `� CANTRELL, RUTH o�bd�s �O O RESHESKE SANDRA n/ O M/T 2650 W. UNION HILLS NO. 251m �� � 1 ° M/T 11580 RECHE CANYON RD. PHOENIX, AZ. 85027 ti V� ` 6 ' > / 6. � COLTON CA. 92324 2 �,•o / ra r �� r 3 �'• 2:1 FILL SLOPE • o Q SEE DETAIL "C". SHEET #2 •5 23 t � / ,. _ A Q tzx A . 1 _ { `` �'•� �r � Vis• '!,i • .'•t,•,�, ,• , 02:1 FILL � 1 � !�O .•i�'il,i♦� �`�•� i':`i+yw•�i•, � , . • . � •may>. � . � . , ,, •l Ina- LIM '�/ ♦ � ••'{i �`s����s•�.��' . ���, : i.+: • v .-, � �, •` •+�i��r, M',. ''♦ , Vis.:`: i •.'� ' `� a .*j'� .. �. I s iia,♦ii'is�s••ris•,v: 'Yi'•rI 8�• • ISTINGj�* i • :` • si �' s. �, a�,,i+�r���a+♦�f ` .�,,�,��. p y rte.] ij . s. ,• rt� ,1 1 • • • • �• .+ ,.,y: • si s s d4 ; y.;r •' J • t ; ss ♦♦ ars- .. . . t (`1 • r•! . , •*. ••♦ •♦ • s,.�r�♦i�•i© r,'♦si/ar ii�ii�ii•.>. . �� , /:r.' �� ; •r i� / � + � • /��� , }� ,�; ��.�, � 1 '�!h ��•s:. �. �r �'i•'iis�'`iiiii•s��a , � _ � �`.. .�..1 a ♦ 1 ,� � . � •�iep�>•� .,• ••'N�r•{i�i's,+r,,�. -, ". • 1� ••7�•i• •r�'; .�'�#s, 1 • ' � !J .' s �►`• �' /�:ra--j� ..�: �•'.�i'+�'•`i`•�`s�i�i'♦'s�. • � Y � -,• � �� �.. fm I® y!.!••♦�•i• s+•rs,,dp,,+,':••, If 1` rolA *I �� . _ 'F°t i 816' •!.::A �s•i'st� ♦� s.• , , t - ' � _ `''s,. *•`+'isii♦•'ii�s,► .iis 1 t ': 1-�• a,,� (8 � • f �s . • - `a 1 ..- . . , � . � ,� �.. ! A.P.N. i�°• ',r'•p`,i.`it`,i FERNANDO, MIGUELITO TR. ET AL 1277.84' 821.52' VIZCARRA, ESTHER TR. ET AL /�_^ / / .•ej��/ 1 / 1 FI LOPE.. ..• •.♦• ♦ • •••.o.•- . a•+1�i1• ♦••♦•♦•+•+/♦♦: �'f� i� �•Q,. t••+�' j,•,�•'♦+'•i••s++♦• f`••,�••♦ t ••je•,�•t•+'♦oaf �i • ���\irJ�i�♦�tt?�aj °�O''/�/'/ ' ?- � '' �•i�+�%�{�*,%� ���i �•i%�s•,i%�:♦>:a � ♦s�� `+�s �:i��i's�♦'wri �i`�s�+r'•: '♦i+'••� i�''+'•i,� ��,�%+r� °°e/ � '6 1 _ � E _ I ST INC !;�..�— Q A.P.N. 471 -070.1 -ii -7 s _ _ _����= �,°°°�°.•�...°° R/y� a v MONTROSS, ERNEST �•..�••° °/'• mm� 419 BROOKSIDE AVE. �•..�°•.�°'• �•°•�°°®� z o •.• . ° �,° 22 REDLANDS. CA. 92373 DESIGN SECTION 40 41 42 43 44 45 46 47 48 Q� d e h 14. 29 � ~ 13 O SEE DETAIL "S", ° T #2 o � f � � o X a • � 1. "'h 0 � -�- � co 27 y 2 2 r b o • " i ,l t 27 j0:o A.P.N. 471-070-039-5 A.P.N. 471-070-035-1 y.r; ° ° RESHESKE, JAMES T. `� CANTRELL, RUTH o�bd�s �O O RESHESKE SANDRA n/ O M/T 2650 W. UNION HILLS NO. 251m �� � 1 ° M/T 11580 RECHE CANYON RD. PHOENIX, AZ. 85027 ti V� ` 6 ' > / 6. � COLTON CA. 92324 2 �,•o / ra r �� r 3 �'• 2:1 FILL SLOPE • o Q SEE DETAIL "C". SHEET #2 •5 23 t � / ,. _ A Q tzx A . 1 _ { `` �'•� �r � Vis• '!,i • .'•t,•,�, ,• , 02:1 FILL � 1 � !�O .•i�'il,i♦� �`�•� i':`i+yw•�i•, � , . • . � •may>. � . � . , ,, •l Ina- LIM '�/ ♦ � ••'{i �`s����s•�.��' . ���, : i.+: • v .-, � �, •` •+�i��r, M',. ''♦ , Vis.:`: i •.'� ' `� a .*j'� .. �. I s iia,♦ii'is�s••ris•,v: 'Yi'•rI 8�• • ISTINGj�* i • :` • si �' s. �, a�,,i+�r���a+♦�f ` .�,,�,��. p y rte.] ij . s. ,• rt� ,1 1 • • • • �• .+ ,.,y: • si s s d4 ; y.;r •' J • t ; ss ♦♦ ars- .. . . t (`1 • r•! . , •*. ••♦ •♦ • s,.�r�♦i�•i© r,'♦si/ar ii�ii�ii•.>. . �� , /:r.' �� ; •r i� / � + � • /��� , }� ,�; ��.�, � 1 '�!h ��•s:. �. �r �'i•'iis�'`iiiii•s��a , � _ � �`.. .�..1 a ♦ 1 ,� � . � •�iep�>•� .,• ••'N�r•{i�i's,+r,,�. -, ". • 1� ••7�•i• •r�'; .�'�#s, 1 • ' � !J .' s �►`• �' /�:ra--j� ..�: �•'.�i'+�'•`i`•�`s�i�i'♦'s�. • � Y � -,• � �� �.. fm I® y!.!••♦�•i• s+•rs,,dp,,+,':••, If 1` rolA *I �� . _ 'F°t i 816' •!.::A �s•i'st� ♦� s.• , , t - ' � _ `''s,. *•`+'isii♦•'ii�s,► .iis 1 t ': 1-�• a,,� (8 � • f �s . • - `a 1 ..- . . , � . � ,� �.. ! A.P.N. i�°• ',r'•p`,i.`it`,i FERNANDO, MIGUELITO TR. ET AL 1277.84' 821.52' VIZCARRA, ESTHER TR. ET AL /�_^ / / .•ej��/ 1 / 1 FI LOPE.. ..• •.♦• ♦ • •••.o.•- . a•+1�i1• ♦••♦•♦•+•+/♦♦: �'f� i� �•Q,. t••+�' j,•,�•'♦+'•i••s++♦• f`••,�••♦ t ••je•,�•t•+'♦oaf �i • /•e VAS e•`_yb °°® °�O''/�/'/ ' ?- � '' �•i�+�%�{�*,%� ���i �•i%�s•,i%�:♦>:a � ♦s�� `+�s �:i��i's�♦'wri �i`�s�+r'•: '♦i+'••� i�''+'•i,� ��,�%+r� °°e/ � '6 a •711 .�� � Q .•, WT C/O C. A. FERNANDO RLA3 GLENDORA, CA. 91741 a♦pl,al�p • �{•,s • alp{1 �.•<p as 1�? 0 STC EL. 1766.54 INV.` 37' OUT l 1 � to 0 i 4? 4�� DETAIL "A'w 29 ,` ! °\ °•,y 2:1 FILL SLOPE 25 •�''°`� ��'' �` �s'i / o �° L i�°• 91` 31' 24" 799.96' 1277.84' 821.52' iii°,°� � � � � ��••'°� `�``` 12 tt /�_^ / / .•ej��/ 1 / • 3O � e , � \ (7 1 i• H. P. /•e VAS e•`_yb °°® °�O''/�/'/ °°e/ � '6 _ � E _ I ST INC !;�..�— Q A.P.N. 471 -070.1 -ii -7 s _ _ _����= �,°°°�°.•�...°° R/y� a v MONTROSS, ERNEST �•..�••° °/'• mm� 419 BROOKSIDE AVE. �•..�°•.�°'• �•°•�°°®� z o •.• . ° �,° 22 REDLANDS. CA. 92373 DESIGN SECTION REVISIONS itESI BY O�f�E- ' 3 4, DRAW BY DATE DATE CNECI(ED eY 3 _ S_ 4 7 Eos GEORGE A. Saar RECOi1ENDED BY DATE / NO. R2ESCRIPTION APPR. JUATE RECOMEN0E6 BY d A.P.N. 471-310-012-1 d JOHNSON, D. ROBERT TR. d %0 70 ocp JOHNSON, ODETTE TR. 6s-� �• 0' o nye M/T 490 CROWN RD. CORONA, CA. 51720 YS � 28 lE DETAIL "C", SHEET #2 CURVE DATA O A R L T 91` 31' 24" 799.96' 1277.84' 821.52' COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY DIRECTOR OF TR4NSPURTATION, R.C.E. 42328 1-7 GATE 1739 1736 1734 1732 1730 1728 1726 CONSTRUCTION NOTES O PROTECT IN PLACE. O2 JOIN EXISTING. O SAWCUT AND/OR REMOVE EXISTING. O4 REMOVE EXISTING CULVERT. 5O RELOCATE POKIER POLES (BY OTHERS). O RELOCATE UTILITIES (BY OTHERS). ® RELOCATE SIGN. ® REMOVE/RELOCATE FENCE TO PROPOSED R/W OR SALVAGE AS DIRECTED BY THE RESIDENT ENGINEER. 11 GRADE DIRT SHOULDER PER PLAN AND CROSS-SECTIONS. 13 CONSTRUCT 12' WIDE A.C. DRIVEWAY APPROACH PER R.C. STD. PLAN NO. 206. 14 CONSTRUCT 0.41' A.C. / 0.5' A.B. CL -2. 15 CONSTRUCT 6" A.C. DIKE PER R.C. STD. PLAN NO. 212. 16 CONSTRUCT A.C. DIKE TRANSITION PER DETAIL "A", SHEET NO. 2. 17 INSTALL 28 L.F. OF 36" C.S.P. (0.079" THICK). 22 PLACE i'4 TON ROCK SLOPE PROTECTION (METHOD "B") PER CALTRANS STD. SPECIFICATIONS, SECTION 72. SEE PLAN, AND CROSS-SECTIONS. 23 PLACE "2 TON ROCK SLOPE PROTECTION (METHOD "B") PER CALTRANS STD. SPECIFICATIONS, SECTION 72. SEE PLAN, AND CROSS-SECTIONS. 25 CONSTRUCT MBGR PER JULY 1992 CALTRANS STD. PLANS NO. A77A (STEEL POST), A77B, A77C, A77D (TYPE 1 FLARE), AND A77H. 27 CONSTRUCT OVERSIDE DRAIN WITH 24" C.S.P. PER JULY 1992 CALTRANS STANDARD PLAN NO. D87 -A (TYPE 1). 28 CONSTRUCT 72 L.F. OF 10' WIDE X 6' HIGH, DOABLE BARREL RCB PER JULY 1992 CALTRANS STD. PLANS NO. D81, D82, D84 (TYPE A), AND D85. 29 GRADE DRIVEWAY PER PLAN AND PROFILE. REFERENCE RECHE CANYON ROAD W.O. NO. A6-0277 ROAD NO. S3067A STA. 39 + 00,00 TO STA. 49 + 00.00 SURVEY NO. 6051 F. B. NO. 2185 SHEET NO. 4 OF 9 Ll " PROFILE SCALE: - J HORIZONTAL: 1"=401 1712 '= VERTICAL: 1 "=4' _ I I I E I SSEL. ROAD 1720 1710 49 50 51 52 53 54 55 °°° 56 57 10 11 12 13 �� 26 STA. 51 + 54.07 RECHE CYN. ROAD z u °�° ay"`°�Ge� �••e • e 20 STA. 10 + 00.00 KE I SSEL ROAD a 22 22 ° ae p• �.. p•_� ,/,\, _h ©©� •ae '„•o. —,.—. ___._...,. _> —,..- ---—ae0 —,_°° � e Z 18 • 27 3�a�•e a 706 16022 a 1 � t - >Y\ 31 CONSTRUCTION NOTESo o qxA.P.N. 471070-035-1p_LISTING RIW STA. 10 22.20 oCANTRELL, RUTH O� C:> LnCE Cr -L O1 PROTECT IN PLACE. /. °i. `> eoa '' • u -i + U1 C� °°a <} � j; X h� hk ,, n 'X. Y• k M/T 2650 W. UNION HILLS NO. 251 + E x_ x C. Q co co x n x. O JOIN EXISTING. PHOENIX, AZ. 85027 tri �>- tri ��-- �' �- \� 1 -�? ` c ... a` � •vo — — — — — � f` IS'1 ti -D Lf7 Z ZD L(i Z • ° J 4 .aa�a.�e.a ------ rr a o o t� WO . ,_,_,o ° o� , ''� a �3 SAWCUT AND/OR REMOVE EXISTING. 3 SEE DETAIL B - o /` �' �� °°°—•°° — — a- Q J Q a w R 1 �8 RELOCATE SIGN. Q 4°•• to w cn w c� to Q !' REMOVE/RELOCATE FENCE TO PROPOSED R/W OR SALVAGE AS SEE DETAIL "B SKEET #2 ll� °�0_1 — ; F + % — O DIRECTED BY THE RESIDENT ENGINEER. = 1 -•° �. °°° — — —EXISTING R/W a g •• °° ' 8 J 'f 11 , GRADE DIRT SHOULDER PER PLAN AND CROSS-SECTIONS. EXISTING R/ 3 ''"• CONSTRUCT 0.41' A, C. 1 0.5' A.B. CL -2. p! _� �� yB•s—'eOpOOpyeoa»° Lu 15 CONSTRUCT 6" A.C. DIKE PER R.C. STD. PLAN NO. 212. -i- — 18 INSTALL 85 L.F. OF 36 C.S.P. (0.079 THICK). 2:1 FILL SLOPE � m°°� " nr EXIS_G R/W 40 22 ��`/�( SO EXISTING R/M 3 2a INSTALL 83 L.F. OF 42" C.S.P. (a.a79 THICK). 2:1 FICI`-S1QPE j / — —.,_, 21 FILL SLOPE , DETAIL "Brr 21 INSTALL 89 L.F. OF 30" C.S.P. (0.079" THICK). — 20 _ _ 22 PLACE 114 TON ROCK SLOPE PROTECTION (METHOD uB") PER 1 � �p . ! Lt_.t � � 1 �.` �.,y -_ �_ 5 j 11 �� CALTRANS STD. SPECIFICATIONS, SECTION 72. SEE `` 11 \4S -_ ��"'1 '�-[� 5 1 ------ -5�3 _ - - - o --- - 514---- ----15----- - ----'i------ --N 81 ° 05 17 . w --.v --------------------- w 4 PLAN, AND CROSS-SECTIONS, .- ,`�y_ , '� r v v 14 25 CONSTRUCT MBGR PER JULY 1992 CALTRANS STD. PLANS NO. A77A ,lo -- -- s N CANYON 11 ROAD w Q k. '- � ---- �- w (STEEL POST), A778, A77C, A77D (TYPE 1 FLARE), AND A77H. 1:1 CUT SLOE 14 z �--- ----------- o �, „ �t c\i 26 CONSTRUCT ROAD CONNECTION PER R.C. STD. PLAN NO. 803. p ' s ! 1 1:1 CUT SLOPE 4% �O m / �� ! 14 27 CONSTRUCT OVERSIDE DRAIN WITH 24" C.S.P. PER JULY 1992 f/ I o 2:1 FILL SLOPE .;3- ----------------------- —---------------- �r� W CALTRANS STANDARD PLAN NO. D87 -A (TYPE 1 ). Q3r�� ----------------------------- - --- Ls7 Z t.5' 2' 1.5' 1.5' 2' 1.5' o_ a D,Q Sj� ____ R50 g ,��. PROPOSED R/W - Q 30 PLACE LIGHT CLASS, METHOD "B"► ROCK SLOPE PROTECTION +=�� O Lij J/ ��. l� 7pag'v /• ° Y ..a SEE �Tilll '1', S1EET>•t rn ~ � GROUTED PER CALTRANS STD. SPECIFICATIONS, SECTION 72. Rr ti p • /�J3 �, ,• 64F S�.it------- o �-Q ff, o w� o rn A.P.N. 471-070-021-8 '1 + rti 3 "� 0 Q rz x © = o / o o- ca ren o M, Ln �, t:, J • 09 / •�- 1— SANT i AGO, RAUL M. t� M O x x j 3 4 - r-- v cv o �-` rr o_ M/T 13873 CRANSTON AVE. O- ^7 25 +� © C� / r� a v - �- Z r� Q cb, A✓D �9 J,/ ;� 2 :1 FILL SLOPE c� + o + rn + N SYL MAR, CA. 91342 Q c� 0 O 15 �' Z _ 11 4 , to coo r i N `s' U U-) W ~ O �J V 2' v Q 4, �,'' �" v / o�F r� cv W rn rY co Oo� O O QQ �Q V 2 f W ti >` 4 �taF z ca r'- u j �- z n; �. R O 22 f q 2:1 FILL SLOPE �',fc >' tN w .¢ - � a 4 ' y cn Q J 1 tr lr � / \ ' �" / � ©� C�� �L I � ~ --;w � W f I I I I 11 i II I II I A.P.N. 471-310-012-1 '�•'� SEE DETAIL A ,� .i JOHNSON, D. ROBERT TR. '� �`/ '� ,�� / S 0 22 18 JOHNSON, ODETTE TR. °. `s0 ,r'' y '" l ' w .� �c�j 9 t. <�A S'j���, %a A.P.N. 471-310-001-1 4 M/T 490 CROWN RD. �/ pP� �4• � ° 1 %3 68. Q9 JOHNSON, D. ROBERT TR. i CORONA, CA. 91720 /� / W " 9�s F 1� 22 �, ��- r ��� 9 �'(/j �%? �o • 2� T�0 M/T490JOHNSON, CROWNTRDTR. �f� j+'� �� qSZ, �• a • �0 CORONA, CA. 91720 x/ 9 s jY CURVE DATA 0 Q un ti m + I=an vv o - o T B 919 31' 24" 799.96' 1277.84' 821.52' D 47° 52' 23" 199.99' 167.10' 88.87, C> N ca LAJ t— JJ O O .\ 1136 Lnco L+ ++ %c Ly C� lz 1734 J N Lrl t O + Ln GO O + r- Ln F --r- \ Oe- -4or- . �— i CA kn C,®., Cn M btl < ? Ln N O \ + O U 1731 1736 1730 N w 1735 1734 1732 O 1734 1732 V rn cv - U + J !— J O • H �' ;m ''' M rn ~ t- O +� +La O �vt736 upacr bo v1734 p WLLJ1732 LLJ + + _ v Q c� - W Q —! W Cf3 - ' J Q • w / J + ,n F- o 1721 Ln 1730 X i730 N + o s O O W ---� I 726 _ _ O *- TIC V ' J ►- 1716 w Ln 1724 1724 I� O r- O + e� 1722 N N N • J r-ol r Cal 1730 +- J ♦ � V3 NGo ul- ^- c coo 1720 cni aW + 1719 Ln J `Air 91 N cx) Irt— 1715 Ln .J +CD 'J x H fh ~ O� p 1714 � J O Vi W — rs � ti Ll " PROFILE SCALE: - J HORIZONTAL: 1"=401 1712 '= VERTICAL: 1 "=4' _ I I I E I SSEL. ROAD 1720 1710 49 50 51 52 53 54 55 °°° 56 57 10 11 12 13 �� 26 STA. 51 + 54.07 RECHE CYN. ROAD z u °�° ay"`°�Ge� �••e • e 20 STA. 10 + 00.00 KE I SSEL ROAD a 22 22 ° ae p• �.. p•_� ,/,\, _h ©©� •ae '„•o. —,.—. ___._...,. _> —,..- ---—ae0 —,_°° � e Z 18 • 27 3�a�•e a 706 16022 a 1 � t - >Y\ 31 CONSTRUCTION NOTESo o qxA.P.N. 471070-035-1p_LISTING RIW STA. 10 22.20 oCANTRELL, RUTH O� C:> LnCE Cr -L O1 PROTECT IN PLACE. /. °i. `> eoa '' • u -i + U1 C� °°a <} � j; X h� hk ,, n 'X. Y• k M/T 2650 W. UNION HILLS NO. 251 + E x_ x C. Q co co x n x. O JOIN EXISTING. PHOENIX, AZ. 85027 tri �>- tri ��-- �' �- \� 1 -�? ` c ... a` � •vo — — — — — � f` IS'1 ti -D Lf7 Z ZD L(i Z • ° J 4 .aa�a.�e.a ------ rr a o o t� WO . ,_,_,o ° o� , ''� a �3 SAWCUT AND/OR REMOVE EXISTING. 3 SEE DETAIL B - o /` �' �� °°°—•°° — — a- Q J Q a w R 1 �8 RELOCATE SIGN. Q 4°•• to w cn w c� to Q !' REMOVE/RELOCATE FENCE TO PROPOSED R/W OR SALVAGE AS SEE DETAIL "B SKEET #2 ll� °�0_1 — ; F + % — O DIRECTED BY THE RESIDENT ENGINEER. = 1 -•° �. °°° — — —EXISTING R/W a g •• °° ' 8 J 'f 11 , GRADE DIRT SHOULDER PER PLAN AND CROSS-SECTIONS. EXISTING R/ 3 ''"• CONSTRUCT 0.41' A, C. 1 0.5' A.B. CL -2. p! _� �� yB•s—'eOpOOpyeoa»° Lu 15 CONSTRUCT 6" A.C. DIKE PER R.C. STD. PLAN NO. 212. -i- — 18 INSTALL 85 L.F. OF 36 C.S.P. (0.079 THICK). 2:1 FILL SLOPE � m°°� " nr EXIS_G R/W 40 22 ��`/�( SO EXISTING R/M 3 2a INSTALL 83 L.F. OF 42" C.S.P. (a.a79 THICK). 2:1 FICI`-S1QPE j / — —.,_, 21 FILL SLOPE , DETAIL "Brr 21 INSTALL 89 L.F. OF 30" C.S.P. (0.079" THICK). — 20 _ _ 22 PLACE 114 TON ROCK SLOPE PROTECTION (METHOD uB") PER 1 � �p . ! Lt_.t � � 1 �.` �.,y -_ �_ 5 j 11 �� CALTRANS STD. SPECIFICATIONS, SECTION 72. SEE `` 11 \4S -_ ��"'1 '�-[� 5 1 ------ -5�3 _ - - - o --- - 514---- ----15----- - ----'i------ --N 81 ° 05 17 . w --.v --------------------- w 4 PLAN, AND CROSS-SECTIONS, .- ,`�y_ , '� r v v 14 25 CONSTRUCT MBGR PER JULY 1992 CALTRANS STD. PLANS NO. A77A ,lo -- -- s N CANYON 11 ROAD w Q k. '- � ---- �- w (STEEL POST), A778, A77C, A77D (TYPE 1 FLARE), AND A77H. 1:1 CUT SLOE 14 z �--- ----------- o �, „ �t c\i 26 CONSTRUCT ROAD CONNECTION PER R.C. STD. PLAN NO. 803. p ' s ! 1 1:1 CUT SLOPE 4% �O m / �� ! 14 27 CONSTRUCT OVERSIDE DRAIN WITH 24" C.S.P. PER JULY 1992 f/ I o 2:1 FILL SLOPE .;3- ----------------------- —---------------- �r� W CALTRANS STANDARD PLAN NO. D87 -A (TYPE 1 ). Q3r�� ----------------------------- - --- Ls7 Z t.5' 2' 1.5' 1.5' 2' 1.5' o_ a D,Q Sj� ____ R50 g ,��. PROPOSED R/W - Q 30 PLACE LIGHT CLASS, METHOD "B"► ROCK SLOPE PROTECTION +=�� O Lij J/ ��. l� 7pag'v /• ° Y ..a SEE �Tilll '1', S1EET>•t rn ~ � GROUTED PER CALTRANS STD. SPECIFICATIONS, SECTION 72. Rr ti p • /�J3 �, ,• 64F S�.it------- o �-Q ff, o w� o rn A.P.N. 471-070-021-8 '1 + rti 3 "� 0 Q rz x © = o / o o- ca ren o M, Ln �, t:, J • 09 / •�- 1— SANT i AGO, RAUL M. t� M O x x j 3 4 - r-- v cv o �-` rr o_ M/T 13873 CRANSTON AVE. O- ^7 25 +� © C� / r� a v - �- Z r� Q cb, A✓D �9 J,/ ;� 2 :1 FILL SLOPE c� + o + rn + N SYL MAR, CA. 91342 Q c� 0 O 15 �' Z _ 11 4 , to coo r i N `s' U U-) W ~ O �J V 2' v Q 4, �,'' �" v / o�F r� cv W rn rY co Oo� O O QQ �Q V 2 f W ti >` 4 �taF z ca r'- u j �- z n; �. R O 22 f q 2:1 FILL SLOPE �',fc >' tN w .¢ - � a 4 ' y cn Q J 1 tr lr � / \ ' �" / � ©� C�� �L I � ~ --;w � W f I I I I 11 i II I II I A.P.N. 471-310-012-1 '�•'� SEE DETAIL A ,� .i JOHNSON, D. ROBERT TR. '� �`/ '� ,�� / S 0 22 18 JOHNSON, ODETTE TR. °. `s0 ,r'' y '" l ' w .� �c�j 9 t. <�A S'j���, %a A.P.N. 471-310-001-1 4 M/T 490 CROWN RD. �/ pP� �4• � ° 1 %3 68. Q9 JOHNSON, D. ROBERT TR. i CORONA, CA. 91720 /� / W " 9�s F 1� 22 �, ��- r ��� 9 �'(/j �%? �o • 2� T�0 M/T490JOHNSON, CROWNTRDTR. �f� j+'� �� qSZ, �• a • �0 CORONA, CA. 91720 x/ 9 s jY CURVE DATA 0 Q R L T B 919 31' 24" 799.96' 1277.84' 821.52' D 47° 52' 23" 199.99' 167.10' 88.87, SECTION "A -A" • i x GRAN TO/ / % 8`�-mss. `��o DRAM`ray �0 x DESIGN SECTION REVISIONS COUNTY OF RIVERSIDE '�°►� �� �� fl cspso012 TRANSPORTATION DEPARTMENT SEE DETAIL 'E'. SHEET aQ � � /' � Q` x �� X flE [ B D GRADE TO'��� A.P.N. 471-310-002-2 dP 21 APPROVED BY DRAIN ��� DRACHENBERG, RENE C. 9, 5 `9 DR DATE N/ �' DRACHENBERG, R. SILVIA �' / �/ C �� , „ " M/T 24630 KE ISSEL RD. °J' �✓ CHECKED BYW A - DATE DETAIL A Z 3_S_g7 fel. DEPUTY DIRECTOR i� TRANSPORTATION. R.C.E. 42326 DATE COLTON, CA. 92324 °'� / 27 REc01kEWED BY DATE / NO. DESCRIPTION APFR. DATE R€CU1ElY1ED BY DATE RECHE CANYON ROAD REFERENCE STA. 49 + 00.00 TO STA. 57 + 00.00 W.O. NO. A6-0277 AND ROAD NO. S3067A KE I SSEL ROAD SURVEY NO. 6051 F. B. NO. 2185 STA. 10 + 00.00 TO STA. 12 + 50.00 SHEET NO. 5 OF 9 90 9 A _',N 1718 1716 1756 m 0 1714 1754 Ln c0 Lu J u� .t + 1712 r— — 1752 ,[ f N O— — --- — 1710 t/1 ao ti 1750 Ln W In F N O 17M ,,n 1748 J i i t + Q 1706 a ao 1746 W os Ln Cal 1701 uj s + o ep, \ ti W 1702 r ¢ 1742 \ Ln \ cn o r O t0 W 1700 WZ zoZ 6740 UD JLEIp cD \6.1N In 1698 \ � r- 1738 N \ tD -- 1696 t 1736 N J i 1694 f 734 7771 \ 1 1692 1732 i 16% 1730 PROFILE SCALE: 16M1728 : 1 "=40' t72$ VERTICAL: 1"=4' -- 1686 1726 57 58 59 60 61 I a.. 160 1 1 = -- t' 10 20 0 P-1 l 1 1 Ulu v1_1 V SANTIAGO, RAUL M. M/T 13873 CRANSTON AVE. SYLMAR, CA. 91342 16 14 La ,L 11 z w _ 3 G 3 a A.P.N. 471-070-035-1 2 a CANTRELL, RUTH _� u c; M/T 2650 W. UNION HILLS NO. 251 •a PHOENIX, AZ. 85027; ti y• -•tea, aoo'—�..e �. � �� ee 'L 00 • :O lec> 2:1 FILLING ••° �' \ i aw \i •oo ` _ � _\a ooa (j \1jj �/j/ � © P ///•��� sea 1 � 1 4f eae i _ _ 1 -�� 3 •�" XjS rINC— R/w — 69 _ CONSTRUCTION A.P.N. 471-070-022-6 AL I GNIiENT LAMBETH, DOROTHY I. HOFFMAN, ALLEN W. MIT 8020 RECHE CANYON RD. COLTON CA. 92324 CURVE DATA Q Q R L T �C 11. 32' 41" 1599.91' 322.38' 161.74' DESIGN SECTION REVISIONS LIES B DOE 3- 4�• 97 DRAWN BY DATE CHECKED BY DATE RECOkKI JED BY DATE NO. DESCRIPTION AMR, DATE COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT ,ten APPROVED BY GEORGE A. JOHNSON. DEPUTY DIRECTOR OF TRAIQSPORTATION. R.C.E. 42328 CONSTRUCTION NOTES (D PROTECT IN PLACE. �2 JOIN EXISTING. 3 SAWCUT AND/OR REMOVE EXISTING. 11 GRADE DIRT SHOULDER PER PLAN AND CROSS-SECTIONS. 14 CONSTRUCT 0.41' A.C. / 0.5' A.B. CL -2. 15 CONSTRUCT 6" A.C. DIKE PER R.C. STD. PLAN NO. 212. 16 CONSTRUCT A.C. DIKE TRANSITION PER DETAIL "A", SHEET NO. 2. REFERENCE RECHE CANYON ROAD W.O. NO. A6-0277 ROAD NO. S3067A 1-7 STA. 57 + 00.00 TO STA. 61 + 59.55 SURVEY N0. 6051 DATE F. B. NO. 2185 DATE SHEET NO. 6 OF 9 909-A 90 9-A i. 10 C� Iq 1)0 y rn 4 0 V 0 Ln in V) IN Im w o) -- ------ ------ --------- In 00 300' TRANSISTION -3: --------------------------------------------- 0 90' REVERSE CURVE g m --- ---- --- ---- ---- --- ---- --- — w RECHE CANYON ROAD m SIGNING & STRIPING MOTES 0 PAINT ONE WAY NO PASS CENTERLINE STRIPE DETAIL 19, STANDARD PLAN A20A PAINT 12/36 LANELINE PER CALTRANS DETAIL 6, STANDARD PLAN A20A O PAINT DOUBLE YELLOW STRIPE PER CALTRANS DETAIL 22, STANDARD PLAN A20A APPLY STOP AHEAD/STOP LEGEND AS SHOWN ON PLANS PER CALTRANS STD. PLAN A24 -D (THERMOPLASTIC) U5 APPLY 12" WHITE LIMITLINE PER CALTRANS STD PLAN A24E (THERMOPLASTIC) kpj PAINT 8" CHANNELIZATION STRIPE PER CALTRANS DETAIL 38, STD PLAN A20D 0 APPLY TYPE IV TURN ARROW PER CALTRANS STD PLAN A24A (THERMOPLASTIC) FURNISH & INSTALL NEW STD SIZE SIGN AS SHOWN ON NEW 4'' X 4" WOOD POST WITH ANCHOR BLOCKS ® PAINT WHITE EDGELINE STRIPE PER CALTRANS DETAIL 27B, STANDARD PLAN A20B REMOVE & SALVAGE ALL EXISTING SIGNS ALONG OLD ALIGNMENT WITHIN PROJECT LIMITS (QTY = 25) DELIVER TO COUNTY MAINTENANCE YARD, 6851 VAN BUREN BLVD. , RIVERSIDE Ld w --- RECHE CANYON ROAD Underground Service Alert o Q SFS A, Gall TOLD FREE =' � y w- No. C 42328 1-800 E x P. 3-31-00 227-2600 Q 4TF CIVi1. Of CALF WORKING DAYS BEFORE YOU DIG 0 z OL ry F- U) m In + �x co w az �0 909,wA- f=it 11 �xAiEtBfifL tivltw+i,4mAat4►GtlFru:AMY11i1k.fW,su?Yvz l,ual l �'�"'r'.---- ■■■■MONO■■■■ • 1, r. ■■■■■■■■-■ , /`i :�� �, �1=11-11=II::II=IL.et1=U=11=.1-il-Il-Ilrfl-II'._II-II-II-II-ILII-II.-11-1 _�, 1:�1111� II,_!II, II �I II 1111I� 11 �11'f4A �./ •1 N1MM MM ■11 ■■■EaNNNN ®iGal�liiBNN■ ■■■■ n �■ �■. ■©■■■■■ ■■■■ I=11=I=17=11 II it 11=1t II -1=11 !I iI :II -fl II II=11-I fl II I. it Il o,l=ll 11 1=11_N , _momommomm ■■■■■■' _ „ .....� ■■■■■■ Ilii■ii■l■■■N�I�■■■■■■■■��►. SENOki N= 11 : ■■aM■■ ■■MMNM■ MEN ■■■■■■■■■■■■■■■■�.119jr, ii�ii 1ir �w■mils�]■■u■aV �O�IV,I�W,EMM ■EEE■EEENENI INcl E■■■ IN MEMMEMEEMEN 21! No El I ■■■■■■■�&.31M Emommummom 1HEM■�■■■�■!■■■■■\■■■■■■■■■■ ■■■■■■■■■■■ MENEM 16 ■■■■■■OMEN■■■■■■■■■i■■ Valu �■;�E■■�:` ■■■■Er���r���■rr►�r�►�N■EEEN■E■ WIN r'1r ■■■E■■■■SEEN■NENN■■FEN ■mss■■ONN■E■N■■■EENEMSES ■EH■ii■■■i�N■■■■■■■■■■■■i®N■■■EM■■■■■■1119■■■ti■I E ]r,l�■N.� ■■a0■LIVAI/Jwl� jl /■E■ ■■■sN■OMEN■■EM■NO■EM■ HO■I Iwo NOri■EMNrNN■EE■N■NM■■■NNN■■SME■■EO■EM■EEME■■OO■-..----1�. �- ••-- ��cN■■■■CNE NNO= ■EONS■NMEENNNOE■■NEE■ ■■FEN■E■O■■FOO■EEEE�-�---�i■iii■■■iiia �■� �■INEMN■■■i■■MH■■I IONONNENNN■NNN■■E■■■■OOENNEN■ ■■EE ■EE■N■■■■■■■■■OOEEENNE■N ■ i NEN■EEE■■O1�N1 1■■■■NMNENNEN■■■O■■■■E■ENNEE■NEE■■■NEEEN■■EO■■ - - \-/\--------q-q-qq-q--/\-/ fr E■NEEE■EEEENN■■■■EEEEN■/lSiEN ■SEEN■■■E■■MEE■E■�i�■moi■1�_1i■■■NMom NMEENN■■ ■■M1��11E■■■N■■MMN■EH■NI ■■EN■ONO■NO■■■■N■■N■■■ ■■■l6iMMN ■EEE■MESE■■EEOE■E IEEE■ ■■NE■■■EE■NE■■■ONN■■NE■EN■■■ON■MNN■■■NM■MM■■■NEEENEMS ■NN■OONIIiiEEE■■MEN■MH■EM■ ■■E'IYi118■■■NNMEN���H�■I �E■E■■■■N■■E■■■■■■■■ONEON ■®mom ■NEN■■■a■■■OSSA■■■■■■OO■■ME■ON■■■■■■OO■N■■EEE11lIEiNO■■O■ iM■OO■ ■EE=1N11B' ����■�� N■pENI �M■■NN■NE■EMMENINN ■■N■■N■OYINEEEME _ mom RN■EENN=EO■ ■EEE■NO■MNEMME■■E■M■N■■■NIIiIE OMiE■EE ■MEiliili]NE■NN■E_ A�!'fiil �■■■■■NEENNENN■NEN■■■EEEN■I� ■N■■ONNEM■®■ ENIEMiEi■OEOOE■ ■M■MIMMICIIIIIIIIEMENNlI 19N ■!EN■NOO■■■■■■ ■EOE■EEMMN■OSENE■�■SNIEE EEEEEE■N■■IE�I■■EN ■E EN11ME■MRa ■■Oq■■I NEME■O■■■■E■O■NE■■SIN■---���: NE■E■MOO■NMF■O■ IINti�i�!1"�J■■■H■EI ---- - HEEC-----.M;�.HOE■■■■ NN■■■■O■11■NINNN■N■■■N® , isommm®■■NNIIEOOEN■■■■■OQNgINNNNNNMIEN■H■N■ENNNN■■■■ 1 ---------- qAq—M—q� qti_-1•N----gltq, N■■ �nnlluni MEN NEON MENEM- I t -w-A s f rs t o m s a 'u -a It ---/\-:1111 - - - � •. _ �■NEiViE E■MH --.. EEENNE■E■NEMi1�.�1,=,I,,:.-.�_--,:-,���-�����,�-�,�=I-�=E'EN/C: - EE ■E E • ��-�-S _�- _ _ _ - e _ S =-11-1-11=I•=�11 �� 1-X11=11-II:=II=111=I1='1=i1-1-II-u� n•=.. L I -II -11-11 =USI t1 ��11 �1 ��ry� ��O N■pM■ -/\-�--_- ■EM■ NEE■ _ NE �� • ,. u-u--u-a-ll-1, it -I 11 -II Il 1 �-���.-}�R.'�■�■�� N IHNE■NN.■N■EH■■NNE■ �■■■/.`.�„11„111111s11,,111,11,II„II,�,;,11„111111i111„II„IIIII1111 ,11 ,!11,!11!,IiI1I0=11 II II'11=11 11.11=k1-I1a11-:11.1, 11.11 it i_ IIN11E■■EEE ■NO ■■■■■NIIEII� MEN■ ■■■■■O■ENSEE .,.:, _.._..... .._..., _ .._.._ . _ . _..... .....--.. _... _ .._ -. _ •...;;,;..r ■E■HOE IIEIEE■OE■NN■■R■■■■■NEIINII�111■ERiIE■■N■EgNNNNEE■■■■N■ ■NEN■■ EENEE■ di/MEE�!�E/:f;r� ■■���■M��i�N l■� �i.�; i��®�Il SEEN■ ■■■ -1� N■EE'N '�Ill�■■N�i■■i■��■■i■ ■11NN■■ ■■wN�� ■■N■■■■■■■ . , ■NNE■■ ■ �,� _�; ..,.,�■ NNIN IN N NN■■■■■■■�' ��®tea _ 'i■■EEH■■ ,• EEO ■■K .. �■■■ ■��� E■■ ■MMS■. S ... ■■,�■ ill■EE ■ ������■■'■ =riTEiOi E■ ■NOM■ liriiii�i■■■N■■NNo ■■■■■MM 11111ii1ilium M■ EEE■OON •fi. ■NEN ■E�ENN®OS■■ 1EN11`�Ii�IEt�I■■EE■■ OpMNESEE■N■■■■ ■■SE■OO■■NNE■■■■■■■- '�_./■ , RE ■EE■■■iE�IMMONO EN■■E NNEE■EN■■■■yin%m►.EEENIVIS■■EG��]�►l■EIIE/� �■<; �� EEOSNNEE ����■ INS No 0 11111921”EIN IS__-1■■■■■HE NN■lilt IDI.►�wE�!UPP, 1 •=! I. ^ ,,Seti SSS.. i S: s S $ f i 5 .. .W3416 WE NNE mom 0 MEMO 0 moms IN ­­_141111� • 11■■■�MM ■HN■■■NE■M■E■■ 14€fili#�tp0 mom „_• - r., ■m■■■■ ■■N■NNEN■MM■SMMEENMEN ■NNNN■NNE■■■■NNNNN ■NN N�NNNMNNEE ■Ne =1=X11=X11=11=X11-{I=11=1=11=:1=11=SI=11==11=11=11=1, U=,-11-f1-ii._q-IIR I.r11 T•• / NNN■■E■■ME■N EEEEEN� ■N ■�NNNEE■NE N■E�N• ''= 1=II�U=lI=11=11=11=1 =11= I�I Ii ��II"11��11 ��if+-I I11! 11 !!=11=11=f =11=1]':11 =11: i1=11=11=F=11-11-i1-IIr I�`I-IYY.:111�.:V,IIL .,■■l�f�riO■MMII ■■■■■■0■■■■N■■FMN N■EE -II':i1-13=1r 1r1.':r'rttrr i�'Y.�r..r-r.Wry-ry..y.Y..Y.N.+r1-1i-Y1..i.fY.Y.1. .-®�sNEiN■NEE■ It[is ■■NE�■Ea ■ ■■■ mom ■■■■■M■it'��■■1111■■■�IN11�■■■■■■ „�■■■■■■■■■■■NE■ �1■E NC MN■ ■ail®MM3 m■■■Ksd ■�N■■11N■.IO�N1�■1i3�1■ i �3■a■■■N■■■ 1 ■■E■■■■ QiN�f■■E■■E■■E11■HE� ■NNNENiN■NNNNNM■NM■■N ■NNE■■■■NNNNNNNM■E■■_-----iii®iiii�r',ii-------- vMNNN■■MEMMMMNMN■NO■M�M�NNM■ ■■ENE6 ■■■■N■NE■■■EEE■■■■N�111N■E11■E■■ '��INEN■■■ENNEl1E■ 4 II]LE■■G]I]'/iII■N!1■NCO•■/Iwril NEE■■NE■■ EE■NE■EEENOEE■ ■FOO■NSSENNS■■■■■■N�lN■■■NI'--------- �► IOr,.,ww■�►1►��>■EMonMIVOEW,I .EOE■■NNNNN■■■NNMNNEMN■■EINE■E■IIEI��IE■■EEEEERENN■ ■■� EEIN�JIEEENEN■ ■N■HE■ ■NN■RWE■NME MENEME■MOO ■■i�LH � IN No mmN■■■■ENNOEmom O■■EEO■ii■■■■SM mom IN ;��■■EE■■■■■■NEN■■ON■Nmoos M■1l. �]IEEEEEMN ■EEgO■ N■■EEONMEN■MM■NN■■■■■■■■NOMASON ■■ONNNmom N��iN■OBONN ■■EO1l1H]IO M■NE■ ■NERD■ FEN■■■■■■EO■OO■SE■■■■O■■■O�IEEEE■IYi1YE■EEM■N■EEEEMEOEEE■Oi�Y ------..�---•�--•�-1.INS MEN mix, ---! -�--1. �H6i■■MNN■EDEN■MENN■EEMN■NO■NEOOEI■O■ON1�l��lNNEEENNEI�! ...... ., ------■NN■■MMENNE■OOOEEEO�iNENNiYirYi■■■■E■■■Ei■EO■M■■i Yi��IEME■NEM ■NOgO■ ---��---���-�\------------��■EC----- ■■■miO■N■HNN■NE■■SONE©NNiNNEMO■ENfi■FEN■■N■■EON IN ON ■NE IE1r�i]Il97ENl�� ��� ---------------/•-%1-■■■■■■NESI'iEUSN■=u-.y�����.1..� ,. "11":, SIN {.t�■■ -------�--- : f ' ■EE■■NEE■■MMMN■NMNN�■E■E■;,I ;_,....1.1111, ,'�f!�„�.�.,� ...__:�■_ ■■■NHN� ■M�i1 ■MER■ �,?.-•, 11=„=. ■� EtI,.. a u=n -n=u -nu-u-n.•u_uLn_�%nu 1j� 1n4i17�”! "11='6nll "11n„°il"ii°1.°n nu' I,unail!:�t.r.:.q� ■■■■■■�■■MMM■■■MIINIIM ■■N■NMM■N N■NNN■■■■��� •. 1•• n !I '1=u ix_i,•-n=i, °11 :111111 t!Il i1It111111 iIn It Il ll �Ilcll ��11 �II„1 811-11=I1?IlgilpatgN-=1i-1 „II„!I„il„II„11, II it -{-F-11=_I-1- t,,i; • ■■NpE, III■SIN■■ ■ r III ilEMNNMNM■N■nNN■■■■N■N11�iI INN mm ■■EE■NE■■EM■■■■N■■WKI W.',,.., -1,_I ,..11 _ Ila-in:■■■■E■■■Ki■EOE■EOE�Ei11iE�!MM►/■ENN■OH■EEE■■ENE■■■ .:r:►i ��� N■■MN■■�I■wn���■sem■■■■���� 1►iM■■■■■■® SWIM 0 IN 3, am ■:■�■■�■E■n NN��.;.s--- iN■I�H� 111■ NENN■■■■■NN■ENN■■i =a.11w102As ■■E■N■npM■NNNN osi■Na�■camp■■NnKs ■■NN11Ellf■i■//■EE■EN■H■EEOM■N■■■S■ illlMlNrM■■N■■NNEEC..V:•�;� ■E■E■■■■■ONO■ ■■■MOMNE■MEEMNMNNENI 11011. N��E■�■■NM■■■N■M■■ME�M�MNEM■MMM:����; 1112,2011 OOEOEEEE IIENI N■NNE mom MENNEENOMEIEiiGiOOT� ■M■MMIIM■■■ENM�E ■EEO■■EEE■MENONM 'EGE\JN■E ��i11 II]I�E■OGS] ►l■■ll �lV'� 1��,■NOEEEENE■NEEEN Iil!9IIEN■EHE■■N■BONEN■R�I:Co;1OOEE■HENNONN■MIN ww■1lll _ �1■Mir ®■� �:..-...IN■EMEII■■EEENNEEEEE ■NN■SEEN■■EOEEN■E■EE�� ����■■iME■N■Or rME EM■MM■N■MM ■■O■EI I1, �lNH !��� ■� MASSIF, ;,;�L',�-.r.,� ■■FEED■ N ■■■■■■E■■MONOSE■■ i.i�l''a'• ”. Rf.L''E?'' �.���y_yy, �p�.yy�t Qty _���,■OErME■O■REE■EO®MSNMO■■■E■O■■OEEENOSS■■■■■ME■■■■N■■SE■E ■■ ONN■ENEN ■■■E�©, �1 W.�l!!•14b-!ISI!=i-1,,IG�I:a!C,. -1!1011_,=it=i�� 51117MPPia1: JFila RilM I!I111 plji/ �l.' , 1`: ::1=i, =11=1'_11= I=11e 11=11::11=11_11=11=II_I=11a I1e11::11-11 =I=� -11=.�=11= IIe I_:oll?!=1II �I II :1111 II li �l ll� II�, II:.`II'I II I-Iq=I-I �:�I ��,I, 11*!l, "''��' .1► ■■■■■■■■�E ■■EEM■M■ MEMNONEEMM■M �^J all'�II III �'ll�f �, II �II11� it �l ll ��li ��1t11141 i1 �l 11 II IIS. -III �-�I:111• I"k 111.1. ���•II II1 .��1�-�1� III II �11 �-,IcR .I 1, 1l II Ii:alr,_Ilcl.,r=11...E .I_'�-i. t i,!J .N■�� �■NNN ■E�■VENOM ■NNM■�M■ MN� ■■MNMNM■FNM■■■HM■■MMN■►...IM■©l�IMMMMNHE■MMNN■MOF■ �21MM ■ESE■■■■NON■E■■■■■■H■NNE■■■■■OO■NO■NE■■ ■O■■■ ■O■■� ■EEu��■1 IEEE■NNE■NEON N■N■NN■■ENV■EE■■■■■NOME■■■MEN■E■ �■■■C-.....---H■1 �_ .. .. � 11 :EEaE■■■N■■NN ■NEONEEN■■EE■NEO■EN■N■N�1 , ENE■ ■EEI��■>.�ii'�'i'� 2i �NNmE■■■l■'3l�illl�l n�1.--------------p---�----��-11—■■----�_ ■SEEN � „ "1' 1 1 • E■■■®E■■■ENE■MEEEN■■FMN■■MEN ■MEMNNNEE■E■SME■EEEEI�-----��------mm ---•\---�-----�•�•i ■ENE■NNNE■ 'C 'INMEN■ ■NM■■■N■EMENNEENNMMENSENE■S■■MEN■M■NEE■■■■■■■■MN : ,■NNEOMNME■MNEEMEMMM■I�EEI�■1'-w---�-"---'i----- No INN I ► E■1� �l� ■■MMMMEM■■■MMEM■■EM■■■MME �.>:..------- n :1■■L� ] �►�OMl1■f •�� ■NNN■■FMN■AiNN■■NNN■CUNNI■M11111s■■ENNM■NMM■OM■M■MN�JINIId1�NNN�■N ■■Mq/� m HIM 1. �i1 III �,■MYM■►�,�OO'� ��� MM■M■MOMEN■■N■ONOMMONSO■■ 1'Oi]11E►:�wwM�l�l► � � - ■ NNM■■■NNEiNNNENNNNEI�MNIE�El1�lEMNN■NNNNNNNO■EEEEM��MIINE�SE ■ON■M■■MMNO■■■■■■M■N■■MON■■■■■■■■■■NNNM■ ■EEE■N■■E■OE■E■NEEN■NMEI1911 t-�E■■FENS■HE■OENEN■OyIHrldF ■ENN■� p 1 IINE N■■■■■OEEO■■■■NEE■■■■■■■■NE■■■EO■■E■NO■N■■EMO■NEM■ ■■EENEEEENMEEEN■EESEI�EEI�'■l 11- N■■EN■NEEE■■EE■■■�i�� IniiE■■■MMR■I IN■■EN■■■E■■E■■■■EOE■■ENO■■NN■■NOEENN000■NNOO■NNMO■ MNEO■■MND : � � MNNNOEEMM■ENNNMMNmom CMNNIi1M11�iliM■MNNM■■E�■■ENEM■ , MNMMM■M■■OOE■■N■■■■■■■■N■MNMEM■■NOO■ ■ E ��� 1■■■■■ ■■■■ ■■■■ i�■� ■■■ Asa 111■11■■11■■t■OO��� _ ■■■■NESE■■VENN■■■■�ENB■■■■■EN ■©O ■EOE■■■■O■ Sly.■N ■■■EEME■■ I■ I .1111 ak _ ,; .....,. . ,. �1'` 1■EEE■■ ■E■ ■GAS■N■■E■■■■SN ■ ■ E■ OM■�I�rl °�t,,;,,.m.aa�l.ail.1i011'11i➢RIII■!k1YlFla!'NIp3$! h=�1�rr.l1■�_�� E■EH■I ■ .•. Al -111IIh11�:11'�II�11�11�1111=1i�1'1.11=was- 11::11: t .� ,• • 11 1■■NO■■E■ENO■ ■■■■OMME■■■MMM NNNM■■EEM■■NMF ■ �.,.-,�_>E■® ■NEE■■NNMN■■■NN■■■M EE.��OE •,-II-11-II-Ii 11:.11=11:11 =11 II=11 11=.11=11:11 11 11 II EN � MNMMMM�iQ�M■■■■■■ENMI�■N �•,�/•tl=11-11-'ll II'11=1=11 1=11=fl=1i 11=11=I1o1 =11=1x11=Ucit:cll'-lt=1t=,=pe,=11=11=ll::f1=1t-1=1=11=1=11=IIPII-_p_I qil=1 _!. 4.4---� I IBM IDEM■©I NOME■■N■OMEME© 1_---_ -- 1310 IN---_-_ ■MMNN■■EENiZ�w■Nmom �INI��!:�:,��■I■■N■NNN■N�n�l�■■■ E■Io��■... ___ , 11 .. . ■------------ ------ HEC �MNNNEwzr1OMn ----...------.--�..,.- ---••--- ■■■■■■■■■■NE���E■■I�/�al■ ■■EN■Q®-ME-��E ■■N■■:■FEN■�1 ■■ N■I •-�-----� ■■■!� ■�■11111111E©E�EHN■■■■N■ NH■■■moi■■■■■E■ 1112■ IAI-_ - ■■ �■ ■11■�11■ fir:-�■■ ■11...11 9rIN■■11NN■■NNN■ ■1111.11■ NN■■NN■11NNN■III■■N11 ■■■ ■1111■11N�lI■IIIII■H■ ■■■■ E■EEN 1.1 ��ENc� �N:�■EIvP,` ■E■N■r ���■r��r�►�1 ■■■■■ ■■■EEON�i �il■�■■M■N■EENE ■■■EMIIH-Iitiltl■OEENE�iEErl■EE■NEO■■N .. ,YES ■■■■■■EEE■■NNMMM�I1Z�it�i■1�� �/,•�!■� � NEarNEIrJ►1/1w►��l�i�■NNEEON ■�■■■1 �1!! ■Ir_■Ir■■NN ■■EHH■■N■■■N �N11■H■O�srNN HNNNMENO■■ENN ■11■■■■N■■■NEN■■E■E■ Ona■n■■■■r■�■Nr�N■■■■11■■■ ■1�■Nail■ ■■■■■■■■■■aiEi11 111191 ■NN■■DEN■ N■■■■■■■■■ ■■■ ■■■■■l ■IE /111111■■ ■H■■■■Na■11N■ ■1!■IIQ]■■■■■■ ONN■■■■■■■N11°i-1IN1FAHW ■■■■■1111■■■111111■■11■■■■11■■■■■MO■■N■1111■NO11 �H��E EEE! ■Irir��iLINiN7■■■■N■■ MEN ■irlirlri]q!/HI�IEEE�■ E� Ef]H „1■�liO HON■■■I■■■■■■E : I mom O■O■EEM■■O■ON■■OOEEEi, nEEEn11nEN MR 10-1.,�11 T 3--�■■■■■NEIL �1 Rif■■1�1NE ■NEEM■■EE■ N■EENE■■■NEEEE■■E■EN■■■ .+,,i :sFc.•.N>-22'�i :��■ ;,� . �.�.IN.>µ•I�IK.�1i��w,�-�t�..�'i'Ilil�l`�,rl .� ■■■■■■■■■■■N ■SEENN■EE■■■■■N■EEO■■EEE■ N11a■■■� Wit■ I ••d�IIIIIII=."awPIN I�I81� n=I'.1!-II-;i-II-11-II;IL;II VI;, 11�'ll ��,�III"111111.II_+I-11; II SII SIIII-11-�,..-II-1�� i� .��ra�71..�■■ NH EEEENNNE■NEE■■■■■■■■■■Ngot ■ II, I _ilclic 1 II ,I II _ _ -••- •- �'•'''-`' •'INMi�iEN EE11O■E■■■ENNE■■ NEE■■SME■■ -- - w�•1..�.� ■■I�! M 11EHN■■■NO■■■■a 11EEM■EEEE■■■■■■SEEN■■■NNE■EON EE■EEEENE ■�1 N�tl�!■■■■VNO■sr 1�I;t�!■■■■MN►.----- �■ E : N■ONNNNMENMNNN■■NNENNEMM■EN■NM■■■■■■EE■N ■■■■MVM■NMIIO■NEM■■■■■M■■I■IaiE■■■ NMENE■■EENNNEEE N■■■■■EE■■EEE■■■■■■■■EMM■E■■■E■■■■E■■NNES■ES■��E���� 11NH■NH■■■E■N■■■■NES■A■EME�NrMI.\r7N1i3�1Ei NN>NaNNNE■NNN0 IN ■■ ■EOE■■■ - ,��iIIVI,NENG�►l VIIIA ■O�csi■■''=GVW-■©■■■■■■■ ■SME■EE■EE■■■■ ■■EENEOE■NNE■■■EE■E■NESE■■NM■■■E■■NE�O■E E E■■ESE■ ■!►II I■►���l�1■Ir,WCOLAN�irMt�I�l�'� of /���EE�■�■ :::::.■■■■■■■■ NNN������������������===�:::ii■ENE■■■■■■■■■ ■■■■■■■ - iu- S • SHEET I OF 10 I -II-11-II- eR»ywy AI•dR 3.dt2aii:'+'PSS 4! '�� < Wall t ! a fiflyuA±21` lll�lill�Iilis�r'3r11Y 4 �4+ I . '� a�#�T'�+�y�s tl�11=11=I -tl= 1�11� b i-i— =Tt=-- I=q =": =11 I '=rl -- 4 1 =11!:11=d=11=1 "77 --- II 11 II :'11-- i--`7=1 = 14 1=11= itl=ll=ll= 1= Ll li=:Li V 11=11 -11= riolr,AIKO IL' ��ll lily ►�!�'!►l'_��■ir ■t.� 1 � �'l.l� AIMAWO-Ri ■M!M■1_\_1F/kIWAi A BAR iur.m■-- til■■!�■■�f����i' Ibm iii" PINAMM■«liANIVIV, s il I MA to] L'I m OF, i I lo,mm,mi 11IlltIIHHIs�'�.I •`a �tiK i=i1 n !I 1<il ti�lr-11=I II 11 II: II III IIII �I�l rlll rtiffH�lti11illll HlI�IEIIII 1111{11 -II-II -II=! -�I_ 1_n= n-IL-11-IV=11-I -II- 1=11- II-6:-IE=11-II-I - I- 1 -II- 11=11• •lI-II-II-i -II-19_11= II -fl -11-11=11-I -11= I -i1-11-11 �13=11 =11=1 =11= 1=11= H=11� =11=11=i1=I -11= 1=CI= Ti Tr =7 7L-1 7 L'71 f=11= 11� m-n=r VT: {I '..1 !1❑ ill II H II ,: �• , '�ti � � II_ - •.�"yid :I1 111111 �I II'• "' .._„-,_ I.0-u.l1 11 II Ik 11„11,11„II n u i��� ■■■■■:�►i� flj1: �1 � ► fl lam■!! ■/ �/a nl�`�,�' I■■■ ■■ ■■■■■■■■rr■■■■■■■■■■■■r■■r■■ lmm■■■■■■E■Eifel1■■■■■■■■u■Em■■■EIRWI■ I ■ ■■����■■■ENNN■■EEE■Ei��l�ss f■■■■■■■■■■EAIlsAI■■NN■■1■■■■�■■AI�II f■■■■■■■■■■� 811 c1`_I�-GII�1■.■V�•��.■■><7�■■■I� ly_�I';,II'i IEE■■■■�■ -U IU1111 f. avY %u r �7 r y _h yr” r U U -U-11 _ r r. � , it 1 '� .i� I 11=11=11= - II I II,I 11 1111111 • - � ,• I II '.1 11 II 11 11 II II II ' 11 I 1 � y 11 11=11=1 -1 -11- 1- 1-11-11--1 -I -11-1 - 1- I-II_i1-11-- I-II -II-1 -II- 1-11-11 11 -II-II -II-1 - I- I -II -11-11 II II -11-1 -11- I-11-1 -II IE■E■■��■■■■■■■■■■m■■Rri=Qi■■■■■■■■■ IEiE ■■■■■ ■■■■NEN■■■■■■■■■Elms I■■■■■■■■■■■■■■■■■■K■IZ r ■■MEMO fm■m■■m■m■m■■ ■■■■■■■■m■■■■■■■m■■m■ own f• N 1•1 I7 I.I Il II .N II q _. ...-1 %'T4 1N1_=-11 1= -= I 1 -- II -l--NII 1II -IN E7. - 1 i1- 11--- -11-I=I11-1 11 II H. I II II II II it II II 11_11=I,I1 _I=I=U11_=1.1=l, 1 _II-11-11-II-11-II-11-11- zmWm Imr. 0111MA OAF IN ias k►1i 1 II �� •`• \� I a H N 11 II 1 II H II 11 II it 1 11=lI II It II -I II 11 -II ➢ II II -fl It I 14=11 11 II 11= !1 11 11 h=1 II II II II Il II II it II it II 11 II 11 II I H-11 1 n= 7411 N_II .11-11 N I-11_! 1 II_N- H fl H_I H I H N JI H 11 N 1 N 1 11 11 11 11 11 N I 11 II H N 11 -Il=11='II=II'=11=1=11=11=11=11=U?'11=11'.-11-fIF?11=11=11=II=11? �1I=11'=11=1i=I'_It=U?11_11='11_11=U=i1=U=11=11=1111-. �11�1i 7�. ■1uw,jff 1■■■M■E AWO WAT y Ill■ ■■lE■ ■■ ®■ ■ ■■■�■ ■■� � 11 l -1 1=II II -11- I II II 11-"2II II .II 1i=11 1= I1I1 =ii I1I1••u11 -uII -nII -11 I=_ll '?'=_ll 1 -II II_II =II•I •11=II4b_1==1=1{:U=u_==I ll =1U' FII=11=11=1 �I1= 1=11=11II?=_?1-=11 •11•1-14--==- F_11_===11= L1= qwm . ANVA A V ■■VAT II l 21.•• • ) • 11. •11_11 _H-1 1_ • '• _1{ Rome ■m■i■m■■KSmmuc 1m■■■■■■■■■■■■ I: ENF/_�l'a►1■■! =WP dr■■u■r■■■■■■■ AWO&LP-A' N 111 II I� 11111 1 � 11= 11_11-1 .•M Ill■r:E■rA-4'■► ■4111■YVIRMAILIF. ■■ agommr■rl ■■■■■■■■■■■I ■■■■■■■■■■■I mm AITAWSWS m,Illlllllllll-�ilf�..�� llll■ Il ullnl it �11-11-11::11_11.1• "r"'- _ 1 1 '1 I 1 ,-�I-.-,._. ••• r••••-11-1-11-II�11. ■NN■l[��3amEz� � � ■N■■N■■ ■■■■■■■m■�■■■■■■■�■■■■■■R .J_ t •..._ - 11._11 II 1 I =11 177-L 11=11 ,� 'r'i"• __LLL�LLS-LLLI_L .�It, -1 N N -n -I am■mm■mmmmmo" ■■■■■ ■■R■■ ■■■■■ ■■■■■■■■■■■■■■■ M 0 wall Ll m I V140MA L DrorwAirAmil 2!1110FAI WAS lwmi nnnunnn-nnnu Innn=lrn fJ fir+ r Ilnnn=n=u Ill Ti 11 Ti �I II II -111:11 111 �II IIL I�11 =`I �I 11 �il �l ll� Uilp..l?Iulit =loll tt l�u�l.0 �l �n eil I 11 „ II 11 I 1 II II 11 II 11 I II I 11 mill II 1 "II 11 11 I II '.1=11_ li II li 11 li II 'll 16 II 11 li 'I 11 II II II Il II I' II II 11 II 11 11 II 11=1 I U ll U II Il 1-U 1 !1 Lit11 11 11 II 1 Ii 11-U 1 11 II U U_I Il U =U= Ih41'-U u u it n li n u n n n II u l n u u I r n n 11 a I II II 11-11 4 I II I 11 II II II I. ll I II II II li II II 11 =11 I II- ` iI-II-lI-II rl E! �11=II'11=11=n- P I iiiiimmMiNN 1�M MMi7 lti,l Ik 11-11 ki II II -I 11 !=fl II N EI=11=1V=1 • ..: +•� n=�II-II-II=1=11='.1=11-11=It==11=11=11-1 -li= i 1=11- 11=II 11'=11=11-11=1 ti•�`I�:n=l-lt-til 111NI�tt 1-1100111 dlilil l-11 itll,Hii'Itl"li �'11'+ti';IINIP�iI'tI Hl'I il'111 t111 �I II.I :il-i, -1i-i �u= 1-11b 11� 1== =11 SII -1 11-11= 1 11=11;?II-11X11- -11- 1-1{p iWl:=, 11=11-11-1 4��11/�w11/X�1 1111 i=11 II 11 il= - 1 1 r •. M■.���.I■I ■� ti� h, II II -II II VI ii I II I'. II 1 'li=11 II I MI r '' .- L r 1 li U lY 11 IC II 1 11 'I=11 11 11 U=U 11 I 1 I ll. 0 II 11 r i "` a II -11= II II 11�1 II it II II II II II=lI l 11 II=11 fl 11 11=11 II I '1. I II 11=11 II 11 11=1`` 0 H010I II •f-17 11-11 11-7 -11-11-11 II 11 II - II -11 11 -II 11-11 '11 Il II I Il t - II I If 11 I II I fl -1 1. If -11. II-r� 11.11=1=11=11=11.:11=11=1101 11 1 11_11 11 11 11.=1 1'. 11 11=11 11 II '11011 II 1 =1 1 II 11=1 � I._1i=1=11=I_. 11=,1=11::11=11=11=1=11=d=11=II=11=11=11=1I-1o=11=11=11-II-11.=❑-1-11-I-11-"I-II-II :II' -II -II -IP '1i=11=�II=1t Cil-rl=.{r trilll?I11I?I�IIN�INlliilH�III�IIIIIII�ili"u°li{IIIHIlrl11II11°iII�IIIIIeH�IHllt�ll� ll'ylf�ll�i lH?'�i�l It:�l11I_I.I��fli.,,Itil{'1['��.1 II.. x.111 - _ _ _ I •:6 1 II dl -H I' "I �� �-11 II II 11 I II it H-11 11=11 II 1 V 14 Ii: Ik=1 11 Y lV= II II 11=11 I ������Pn I II 11=_II II I'. 1. 11=11-.II-ILII=1 II 11-II=11 II JI II=i1=i - ul I _--_-_-� ,•II, 11 -11 � r'ii■1ir■I�i rlil■i�iir � T lowlellis isW O&WIM KA INKATIs ; NRLW,kw mill ■ITAk MSI SMR . i 41VYON 4ND 'T. ROAE