Loading...
909oo_sppINDEX OF SHEETS- SHEET 1 TITLE SHEET SHEET 2 PLAN AND PROFILE SHEET 3 PLAN SHEET SHEET 4 SIGNING & STRIPING PLAN SHEET 5 DETOURROAD RIVERSIDE COUNTY TRANSPORTATION DEPT . PROJECT PLANS FOR CONSTRUCTION OF WASHINGTON STREET BOX CULVERT R,M � R,W VARIES 55' TO 125' _,_ VARIES 30' TO 67' _, CONSTRUCT' ON NOTES: OPLACE 3" A.C. ;'OVER 6" AGGREGATE BASE CLASS 2 CONSTRUCT 4-14,"Wx7'H BOX CULVERT PER CALTRANS STD. D81 & D82 OCONSTRUCT WING WALL PER CALTRANS STD. D84, TYPE"A" (� REMOVE EXISTING STRUCTURE INCLUDING WINGWALLS AND GUARD RAILS �5 RELOCATE SIGN AS DIRECTED BY THE ENGINEER REMOVE EXISTING PAVEMENT CONSTRUCT 36" (CLASS IV) RCP UNDER THE DRIVEWAY, L=36' 8� REMOVE EXISTING 36" CMP SAW -CUT MIN. 1' 10 RELOCATE (BY OTHERS) 11 CONSTRUCT METAL BEAM GUARD RAIL PER CALTRANS STD. A77A, A77B,A77C & A77F CONSTRUCT GUARD RAIL FLARES TYPE 1 PER CALTRANS STD. A77D, A77G, A77H 12 PLACE 2 TON ROCK SLOPE PROTECTION METHOD "B"( DEPTH=4' ) 13 RECONSTRUCT PORTION OF THE DRIVEWAY ( AS DIRECTED BY THE ENGINEER) 14 REGRADE THE EXISTING CHANNEL 15 RECONSTRUCT CONCRETE BARRIER PER CALTRANS STD. B11-53 TYPE 25 17 CONSTRUCT 6" A.C. DIKE PER RIVERSIDE COUNTY STD. 212 18 CONSTRUCT A.C. OVERSIDE DRAIN PER RIVERSIDE COUNTY STD. 306 Underground Service Alert Coll: TOLL FREA :00 qp 227-2600 WORKINGTWO DAYS KFOREYOU DOG AT FRENCH VALLEY STREAM FEDERAL AID NO. BROS-0065(038) VICIMTY MAP SECTION28 T6S R2W LENGTH OF PROJECT= 0. 1 MILE DESIGN SECTION REVIEWED / CONCURRED BY PLANNING/ ENVIRNOWNTAL DESIGNED BY: _C1!_t t '1--1 -FP1 DRAWN BY: A,%�.X�L � a -� '7— l — 9 7 G CHECKED OrDir 1E Mt T iOE���� RATE 7• Z• S�r� 7 RECOMMENDED BY: / 3-1-4 7 MIpII 3-46-M. TIM ENGINEER RATE DATE 4* 4' 24 16' 20' 20' VpRtES VARIES A, C DIKE 4' o"' 2' � -- --- r ----- SURVEY ---- --'�= C VARIABLE DEPTH _ -- -- - - TYPICAL SECTION DITCH WASHINGTON STREET STA. 12+00 TO STA. 14+52.29 STA. 15+11.71 TO STA. 16+00 FOR CROSS SLOPES SEE CROSS SECTIONS STA -12+00 TO 14+52,29 CONTRACTOR IS REQUIRED TO HAVE CLASS "A" A LICENSE REV I S I DNS I COUNTY OF R I VERS I DE -12 md TRANSPORTATION DEPARTMENT APPROVED BY DAVID E. OMNUM DINECTM OF TIMNAToUATION DAIE DESCRIPTIONAPPR. ATE R.C.1.197M Ew. DATE 9/3"T Br_. REFE STREET I MPROVE IIIA N T PLAN "• Imo. A2-1121 ROAD W. wASH I NG T ON STREET SURVEY NO. GMM SM CULVERT F.S. NO. 2166 AT FRENCH VALLEY STRAY SHEET 1 OF 5 1� NEWPORT ROAD N 21 79 a � Ix Cr O _LL.W CID J N.T.S. TT ROAD QO -k oO v ,pL q- LA) Lai W � a BAXTER f ROAD i KSKIINNER PROJECT ,�. LOCATION VICIMTY MAP SECTION28 T6S R2W LENGTH OF PROJECT= 0. 1 MILE DESIGN SECTION REVIEWED / CONCURRED BY PLANNING/ ENVIRNOWNTAL DESIGNED BY: _C1!_t t '1--1 -FP1 DRAWN BY: A,%�.X�L � a -� '7— l — 9 7 G CHECKED OrDir 1E Mt T iOE���� RATE 7• Z• S�r� 7 RECOMMENDED BY: / 3-1-4 7 MIpII 3-46-M. TIM ENGINEER RATE DATE 4* 4' 24 16' 20' 20' VpRtES VARIES A, C DIKE 4' o"' 2' � -- --- r ----- SURVEY ---- --'�= C VARIABLE DEPTH _ -- -- - - TYPICAL SECTION DITCH WASHINGTON STREET STA. 12+00 TO STA. 14+52.29 STA. 15+11.71 TO STA. 16+00 FOR CROSS SLOPES SEE CROSS SECTIONS STA -12+00 TO 14+52,29 CONTRACTOR IS REQUIRED TO HAVE CLASS "A" A LICENSE REV I S I DNS I COUNTY OF R I VERS I DE -12 md TRANSPORTATION DEPARTMENT APPROVED BY DAVID E. OMNUM DINECTM OF TIMNAToUATION DAIE DESCRIPTIONAPPR. ATE R.C.1.197M Ew. DATE 9/3"T Br_. REFE STREET I MPROVE IIIA N T PLAN "• Imo. A2-1121 ROAD W. wASH I NG T ON STREET SURVEY NO. GMM SM CULVERT F.S. NO. 2166 AT FRENCH VALLEY STRAY SHEET 1 OF 5 1� 0 1 142 1 1!41 1 142 1 11416. 1 1 X120. f MEN Eft ■ - 0 ■ m A FW%w 7MR A �Am no 99 MAW Tal Oft NJIN MCI sp�sa ■ O. im■ ;N 1C C� Mn mall"►rL:e1*ii111A ;igmlvti 1E •► Wl; wi■mpffim /ilA E� i Ism >1-j . . N C" Q ■ �������������Ji•fi7 ■■■■■■■■■■■� cc•, ilwamam m >. CONCRETE BARRIERUJI, P tfi■1■R., WWW � mg oil TYPE 25 PERV) cr_ CALTRANS STD. 811-53 I� 1 ' I ► �� w 21 21 EXISTING ■■■■■■■■■■■■■■■■ PROPOSED���■■�■■■�!1 r- 1 0.357 6WEIL■192�a■=�11�ow A ■li lt-7 ai`�■ ;i 1 • • .�� !: ; a •{� . • ; !; Elm SCALES: 1 m =40" HOR I* =+1' VER \ I 1 1 1 11+00 12+00 13+00 14+00 15+00 16+00 1T+00 18+00 19+00 20+00 21+00 10 30 SCALE= 1"=40' R L 1 52.57'10" SCALES: 2TT.26 2 29.30' 06 * 440' 226.56 i " = 40' HOR EXISTING PAVEMENT (J CONSTRUCT 36" (CLASS 1V)RCP UNDER THE DRIVEWAY. L=36' 8O 1" = 4' VER s �' OSAM -CUT MIN. 1' 10 RELOCATE (BY OTHERS) 11 CONSTRUCT METAL BEAM GUARD RAIL PER CALTRANS STD. ATTA ATTB. ATTC & ATTF CONSTRUCT GUARD RAIL FLARES TYPE 1 PER CALTRANS STD. ATTD.A7TG d ATTR 12 PLACE 2 TON ROCK SLOPE PROTECTION METHOD 'B"( DEPTH -4') z N 13 RECONSTRUCT PORTION OF THE DRIVEWAY ( AS DIRECTED BY THE ENGINEER) 15 CONSTRUCT CONCRETE BARRIER PER CALTRANS STD. 811-53 TYPE 25 -0 O PL CONSTRUCT 6" A.C. DIKE PER RIVERSIDE COUNTY STD. 212 18 CONSTRUCT A.G. OVERSIDE DRAIN PER RIVERSIDE COUNTY STD. 306 s"•■f 011 •�.•� go ��, X15 ■ go 1 r® , .,op • • _..., 00 •, �••� -----1--- �•• 1 qw -- vow • ���' 25' \ C12) 12 e 13' 00 SECTION THROUGH / 4 t* t� . • IN BOX CULVERT SCALES: 1 m =40" HOR I* =+1' VER \ I 1 1 1 11+00 12+00 13+00 14+00 15+00 16+00 1T+00 18+00 19+00 20+00 21+00 w � IN 40 00 •' lNmm" NIS" "]5- ANGLE H=11'f 0.10' EL. 0-1 X113 OF FLARE4 s WASHINGTON ST. 0 FRENCH VALLEY STREAM V son am aft �1l "• —•.X IST • r-� m D —••—!R��► Z f—'•� 4� 0 '•— 'v m m + • < -4 m cn 'Ln CD m r;„ m C5 z z Z z v -+ m a� n m o 0 o -0r- rn < m rn 00000 -�' CURVE DATA 10 30 SCALE= 1"=40' R L 1 52.57'10" SCALES: 2TT.26 2 29.30' 06 * 440' 226.56 i " = 40' HOR EXISTING PAVEMENT (J CONSTRUCT 36" (CLASS 1V)RCP UNDER THE DRIVEWAY. L=36' 8O 1" = 4' VER s �' OSAM -CUT MIN. 1' 10 RELOCATE (BY OTHERS) 11 CONSTRUCT METAL BEAM GUARD RAIL PER CALTRANS STD. ATTA ATTB. ATTC & ATTF CONSTRUCT GUARD RAIL FLARES TYPE 1 PER CALTRANS STD. ATTD.A7TG d ATTR 12 PLACE 2 TON ROCK SLOPE PROTECTION METHOD 'B"( DEPTH -4') z N 13 RECONSTRUCT PORTION OF THE DRIVEWAY ( AS DIRECTED BY THE ENGINEER) 15 CONSTRUCT CONCRETE BARRIER PER CALTRANS STD. 811-53 TYPE 25 -0 O PL CONSTRUCT 6" A.C. DIKE PER RIVERSIDE COUNTY STD. 212 18 CONSTRUCT A.G. OVERSIDE DRAIN PER RIVERSIDE COUNTY STD. 306 s"•■f 011 •�.•� go ��, X15 ■ go 1 r® , .,op • • _..., 00 •, �••� -----1--- �•• 1 ..-.------ -- vow • ���' e 00 / 4 t* t� . • IN / 0*04 �/� ,� 10 2 .a • 1 7 n • , �J 0 10000 t 0 Ill CD 00 1T ,/ �•• �- w � IN 40 00 •' lNmm" NIS" "]5- ANGLE H=11'f 0.10' EL. 0-1 X113 OF FLARE4 s WASHINGTON ST. 0 FRENCH VALLEY STREAM V son am aft �1l "• —•.X IST • r-� m D —••—!R��► Z f—'•� 4� 0 '•— 'v m m + • < -4 m cn 'Ln CD m r;„ m C5 z z Z z v -+ m a� n m o 0 o -0r- rn < m rn 00000 -�' CURVE DATA V R L 1 52.57'10" 300' 2TT.26 2 29.30' 06 * 440' 226.56 OREMOVE EXISTING PAVEMENT F.L.t4r "©b •N, N, v e •`` ,, \ Sl DESIGNED BY: DRAW BY: CHECKED Bt 'ECOMMENDED BY: - LNO CONSTRUCTION NOTES: O PLACE 3" A.C. OVER 6" AGGREGATE BASE CLASS 2 QCONSTRUCT 4-14'WxT'H BOX CULVERT PER CALTRANS STD. D81 & D82 OCONSTRUCT MING MALL PER CALTRANS STD. D84, TYPE"A" OREMOVE EXISTING STRUCTURE INCLUDING WINGWALLS AND GUARD RAILS �5 RELOCATE SIGN AS DIRECTED BY THE ENGINEER OREMOVE EXISTING PAVEMENT (J CONSTRUCT 36" (CLASS 1V)RCP UNDER THE DRIVEWAY. L=36' 8O REMOVE EXISTING 36" CMP OSAM -CUT MIN. 1' 10 RELOCATE (BY OTHERS) 11 CONSTRUCT METAL BEAM GUARD RAIL PER CALTRANS STD. ATTA ATTB. ATTC & ATTF CONSTRUCT GUARD RAIL FLARES TYPE 1 PER CALTRANS STD. ATTD.A7TG d ATTR 12 PLACE 2 TON ROCK SLOPE PROTECTION METHOD 'B"( DEPTH -4') 13 RECONSTRUCT PORTION OF THE DRIVEWAY ( AS DIRECTED BY THE ENGINEER) 15 CONSTRUCT CONCRETE BARRIER PER CALTRANS STD. 811-53 TYPE 25 17 PL CONSTRUCT 6" A.C. DIKE PER RIVERSIDE COUNTY STD. 212 18 CONSTRUCT A.G. OVERSIDE DRAIN PER RIVERSIDE COUNTY STD. 306 REVLSIONS I COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY KHSVw d0W1 R.C.E. 4 saws alac"a W 7wum"TA710M—sw— DESCRIPTION I APPR.DATE STREET 1 ISI PROVE ME N T PLAN woo. 11 so. •o.N°• A2-121 AASH 1 NGTON STREET IrAw No. som" Y No. Goss BOX CULVERT F.*. No. 21Ga AT FRENCH VALLEY STREAM small 2 w s 90 9-00 11 11 Fi 4 III i1Gi�I��7■■■■■■=i��■■■■■■■■■■■■■�Y1��E►7�1��!*>��i�li�����I•���������������i����r,����������r,� ■■■■■■■■■■■■�i�i■■■■■r■moi■■■nrnr.■rte. ■sr.�■r.�■■■iii■■■■■■■■■■■■■■m+�■■■■■■■■■■■■■■ 11 11 uiJ M 1■■7■■■■I�i■■■■■■■■■lily■■■L+lA■■■® • cn 41 o 0 W z >; (n i a TYP" ---- ._.o 5' °.a. •.°. •.•. •. TYP 21' 21` CONCRETE BARRIER TYPE 25 PER CALREANS STD. B11-53 O O J PROPOSEO F.L. OF CHANNEL EXISTING F.L. OF CHANNEL 0.37/ty a '00 a s O D• D O (Z? O •Q D c_>O •tl D�O < O -Q D �O ev D 12 12 25' 13' SECTION THROUGH THE BOAC CULVERT SCALES: 1 •' =40' HOR 1 " =4' VER 11+00 12+00 13-+-00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 f 10 30 SCALE= 1"=40' '""" �„'4�- R/ CURVE DATA 0 A _- ��__ _ _--------.'------------- 11"1111141M STIIEET -�.-- 4 4 2 ' 5 ---------- �- ----�. -_- 6 277.26 2 —.144M ' 15 -- j' ----- •—•—•— SCALES: • • ', STA. 14+82 t WASHINGTON ST. 1" = 40' HOR", � STA. 102+30 FIIENCH VALLEY STREAM 1" = 4' VER �' '' J'• , y * cn 0 0 1-,> m ® `• z� mZ •� �`'\ 0 z _n o <oLn Ln X75 f p. r NR1 , rt7= trap -4 �12Q 1 -+ C ao o �S`� I c, —1 _n ��C A i ,. `, �'nf-4m lob mm0 Z l� P 7fe1t ,•� HI 10 •`� Z �= p i7 =stn i ��� '• •!ti0 ` O o '' f v mx m rQ jRSf i01r fit rafl �mr r m o�m <D�7] a• • o �► • . Qo• n C,•` � 4;•25e- 3 - • t o. '""" �„'4�- R/ CURVE DATA 0 A R 1 ��__ _ _--------.'------------- 11"1111141M STIIEET -�.-- 4 4 2 ' 5 ---------- �- ----�. -_- 6 277.26 2 —.144M ' 15 -- j' ----- •—•—•— '""" �„'4�- R/ CURVE DATA 0 A R 1 L 1 52"57'10" 300' 277.26 2 29.30' 08" 440' 226.56' CONSTRUCTION NOTES: V PLACE 3" A.C. OVER 6" AGGREGATE BASE CLASS 2 CONSTRUCT 4-14'Wx7'H BOX CULVERT PER CALTRANS STD. D81 &D82 OCONSTRUCT WING WALL PER CALTRANS STD. D84. TYPE"A" LJ REMOVE EXISTING STRUCTURE INCLUDING WINGWALLS AND GUARD RAILS RELOCATE SIGN AS DIRECTED BY THE ENGINEER OREMOVE EXISTING PAVEMENT CONSTRUCT 36" (CLASS IV) RCP UNDER THE DRIVEWAY. L=36' N "-•- 6 - 5 " U' REMOVE EXISTING 36" CMP 00,< •� �' � 30�0 . o � 1'- _ = p1�,D F.L. LrXT �• POLD F�� �� - i ���` SAW -CUT MIN. 1' s t• �• 9 fes„ `" ,,.,• 7 _�.% mow• w'� > io �, ,. M •r. 10 RELOCATE (BY OTHERS) 00007 ME Lm ioN,,' •��. \\ 11 CONSTRUCT METAL BEAM GUARD RAIL PER CALTRANS STD. A77A AT7B, A77C & A77F .•''r/moi c' y D i'� c»>D + - '°�R �`\ CONSTRUCT GUARD RAIL FLARES TYPE 1 PER CALTRANS STD. A77D.A77G b A77H PLACE 2 TON ROCK SLOPE PROTECTION METHOD "B"( DEPTH=4 ) 13 RECONSTRUCT PORTION OF THE DRIVEWAY ( AS DIRECTED BY THE ENGINEER) X17 CONSTRUCT CONCRETE BARRIER PER CALTRANS STD. B11-53 TYPE 25 � Q*pfESSlp4,� Bio a obi` �\ W Z T 17 CONSTRUCT 6 A.C. DIKE PER RIVERSIDE COUNTY STD. 212 • No. C 42328 '(•gip ��, Exp. 3/3 * 18 CONSTRUCT A.C. OVERSIDE DRAIN PER RIVERSIDE COUNTY STD. 306 civi OF C AONN i ,IDLE IWIMT low Co. Br, O . 8027 H-11'. '�' DESIGN SECTION REVISIONS COUNTY OF� RIVERSIDE A, EL. ' 0=1413 " ANGLE OF FLARE=45• I TRANSPORTAT ION DEPARTMENT STREET IMPRUDENT PLAN w•°• 140. "2-12' DESIGNED BY: aSJA,4 IK" NO. DRAIN BY: 2u 7 �► APPROVED BY V� l WjTCN STFIET • i %� �•97 SURVEY NO. 6065 CHECKED Bt GEORi:E R.C.E 2328 DEPUTY DIRECTOR OF TRANSPORTATION DAT CMVENT F.S.N°- 2186 RECOMMENDED BY: �= � NO, DESCRIPTION APPR. DATE AT FRENCH VALLEY STIMwY Fsly ET 2 OF 5 909-00 'I' 01 f E E I t f E � 3 1420.00 1420.00 i j i 1 T N • ' 1 + :. N • Qf 1415.00 1415-00 " " n " 1 E I I G F L coL J H � _ .r.. 1410-00 1410.00 i [ E c;ow" ck �, f •` _ r r 1405.00 col 0 n 1405.00 ti ' [ o �n I Z � Cy NTE um AM 0 i-TT o tk�1' E' N 1400.00 1400.00 j I � N - E E i 7 ? 1395.00 1395.00 [ E : cl ':.R S t 4 E It i 3 I � F I I - O O m O m O € 1390.00 1390.00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 f •• STA 14;30 SURVEY TREAM ST"' 103,34 CONSTRUCTION NOTES • � . , ` BEGIN TAPER LT d RT •S� ?� — — — ( �• • 1 ` 2 PLACE 2 TON ROCK SLOPE PROTECTION METHOD "B'I DEPTH=4' ) ! cc .�t � ROPOSEO BOTTOM � •' ��, 14 REGRAOE THE EXISTING CHANNEL ,t OF CHANNEL �% 25' t 25'* PROPOIND TEMPORARY GO** Tom SAMNNT ♦ t TYPICAL SECTION OF THE CHANNEL 1041 _ p ''•� � f ���' PROPOSED BOTTOM OF CH L 1 •-Sa '� EXISTING TOP OF BANK i �kify',°°= w o 07% + fn cr 0 100t,lftNl EX I NG . -L_ . _ . -- 91 - — -F- - — - _ • - ° / ' �,p--------- •gyp .ops \aOTTom -•--101 0 102+00 oa3'o5•� NW---_--•PROPOSED s EXISTING TOP OF BANK �ti3 ; 1 OF CHANNEL _ L , W N 126' 1 f _� 1 1 W ILL - , ,• W o W A ` 1 NZc� ` 1 oz W Z; t7 m� y -- 1 I 1 1 SCILLM 1R 40# 1� la - 4' VER I r - DE S I GN SECTION RE V I S I ONS COUNTY OF RIVERSIDE � �`�'� TRANSPORTATION DEPARTMENT CHANNEL IMPROVEMENT PLAN 0*0* "O' aEs I GNED BY: APPROVED BY #000 No. MAN BY: FRENCH VALLEY S T RE AIS N0. i 'itMerttrGm CHECKED Br ota�t .+aMea� N.C.F. +:s» �r o1R�cta� of ATioN +►r� COIOIENDED AT WASHINGTON STREET F.D. "o. BY: N0. DESCRIPTION APPR. DATE I I r smaT 3 0P S 'I' 01 i 7u7ouu L140 gCA�E Underground Service Alert Coll: TOLL FREE I-800 227-2600 /TWO WORKMIQi DAYS BEFORE YOB! DIG RECOMMENDATIONS NO, REVISIONS APPR DATE REVIEWED BY DATE CEP�TFRI I\F STRIPE (DETAIL ?P CALTRANS STD Pt A% 420A '.,BY CONTRACTOR) O E-URN!SH B !NSTA'LL TYPE L_ DELINEATORS DER CALTRANS STD PLAN A73C (BY CONTRACTOR) Q RE-VOVE 8 SALVAGE EXISTING DESIGNED BY DRAWN BY CHECKED BY MONAE PIRIE MONAE PIRIE MIKE GHAHRAMANI NTY YARD, M JR[ETTA (BY CONTRACTOR) \�o 7 5 , • 1 R NN X S� 0 , k 0 0 \ .w E 1p WASH 1IINTON STREET I I J I I q, Y• �d e$o•a�n STA. 14+82 C WASHINGTON ST. STA. 102.50 4 FRENCH VALLEY STREAM R on i ___-_-__.-_-__ W � -'a Q �I ----- ------ All ` \ r0+ \\ \ \.\X' \t 5TRIP11\03 & MOTES Q PAINT "'4" OrBLE VF_I_Q'a"v CEP�TFRI I\F STRIPE (DETAIL ?P CALTRANS STD Pt A% 420A '.,BY CONTRACTOR) O E-URN!SH B !NSTA'LL TYPE L_ DELINEATORS DER CALTRANS STD PLAN A73C (BY CONTRACTOR) Q RE-VOVE 8 SALVAGE EXISTING SIGNS TO CO' NTY YARD, M JR[ETTA (BY CONTRACTOR) ® PAINT 4" WHIT -L EDGE'_INE STRIPE, <<DETAIL 278= CA-TRaNS STD PIAN A20B (BY CONTRACTOR) (D �:7 JRNISH 8 INSTALL TYPE G!'AP,DRAIL DELINEATORS 'ER CALTRANS STD PLAN A77F 8 STD PLAN A73C BY CO\TRACTOR) CCJNTY CF RIVERSIDE �e A. ssill TRANSPORTATION DEPARTMENT = APPROVED BY No. C 42. m a Exp. 3414ft 10�8 r GOJ O= RIVERS tA-1f1R IiA DA E CA0* , RECOMMENDED :)AIE SIGNING 81 STRIPING NOTES WASHINGTON STRE'_ T AT FRENCH VALLEY STREAM REI= ERENCE W.0, N0. A 2- 1 2 1 SURVEY N0, F. B. NO. ILENaVE - A2'121SP.DGN SHEET 4 a# 5 / 90%00 r 0 .■■momf1i■■ 1 1 0 i SCALES: 1 " =40' H OR 1" =4' VER 1 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 SCALES: 1" = 40' HOR 1 " = 4' VER i i 30 SCALE= 1"=40' A STA. 1 STA. 1 -------------------- 3 ---- - - _ , - ----------A`----- • n/ _ VAMI iTON STREET N00' 41 ' OQ"E arm ' ' �.�• 'F . IM i ------ ----------- _._._._ ._._._ �._�._ ._, �.}.� _._.�._. _. ._. ._. _.>.._._._ _.$.._.—._.—.— '.p iZi-�.i'�•�' a O Z�, 1 R 1300' L 1 52-57'10" 277.26 2 Q• 440' � n 65.05' 24 " � D 1 _+ Po m m x m � � r � KD a � y � ■■■■■■■■■■■■■■■■■■■■■■r.��■■■■■■■e�■■■■■!■■■!�e■■■!■■■■■■■■■■■■■■■■■■■■■■■IME M■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■' ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■���■■■■■©■■■�m■■■�m■■■eE■■■■■■■■■■■■■■■NSF41■OMMES 1 1 0 i SCALES: 1 " =40' H OR 1" =4' VER 1 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 SCALES: 1" = 40' HOR 1 " = 4' VER i i 30 SCALE= 1"=40' A STA. 1 STA. 1 -------------------- 3 ---- - - _ , - ----------A`----- • n/ _ VAMI iTON STREET N00' 41 ' OQ"E arm ' ' �.�• 'F . IM i ------ ----------- _._._._ ._._._ �._�._ ._, �.}.� _._.�._. _. ._. ._. _.>.._._._ _.$.._.—._.—.— '.p iZi-�.i'�•�' a i_Q ra- 11 1,cj r'.'•���. s.i. • . ?;241!%1-7.o11, s.,.% —PWIDSED F -L. �X` r� • •�• ,i' � � _�—+ — y� �-r ter• � t , - �� �_ ` 00 'moo 18) i r ; , � � r J .' LL �O IN CURVE DATA O Z�, 1 R 1300' L 1 52-57'10" 277.26 2 Q• 440' � n 65.05' 24 " � D 1 _+ Po m m x m � � r � KD a � y � i_Q ra- 11 1,cj r'.'•���. s.i. • . ?;241!%1-7.o11, s.,.% —PWIDSED F -L. �X` r� • •�• ,i' � � _�—+ — y� �-r ter• � t , - �� �_ ` 00 'moo 18) i r ; , � � r J .' LL �O IN CURVE DATA O Z�, 1 R 1300' L 1 52-57'10" 277.26 2 29030'08" 440' 226.56' 3 65.05' 24 " 440'1499-85'1 CONSTRUCTION NOTES: 19 PLACE 3 1/2' A.C. OVER COMPACTED NATIVE SOIL 2p PLACE 2-36" CMP (. 079 " THICK) . L=60' EACH DESIGN SECTION ' DESIGNED BY: A=tf.�s 7 r DRAWN BY: 7 > CHECKED Bt , 'e RECOMMENDED BY: N0. REVISIONS DESCRIPTION R/v It VARIES VARIES 'a ' 4` L 12' t2' �• i • �-1 TYPICAL SECTION WASHINGTON STREET DETOUR ROAD Co. Br. No. M 8027 VIIIII1011ZERIF, COUNTY OF RIVERSIDE wil TRANSPORTATION DEPARTMENT STREET IMPROVEWNT PLAN N.G. ND• "2-112' APPROVED BY 97 VASH I NGTON IS ET law NO. GEORGE R.C.E 2321 DE oz DIRECTOR OF TRAMS RTAT! D E SURVEY "a• 6065 OW CK11EIRT F.D. No. 2196 APPR. GATE DE TOM AAAD SHEET s OF s 909-00