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HomeMy WebLinkAbout240604-S INDEX OF SHEETS 08 Riv,SBc166 III Var I I 1 5 Sheet No. 1 Title,Locotion Map,Typical Cross Sections and Summary of Paving J 2-4 Pavement Markers Typical Details Lod .F6, •, • 5 Traffic Control System for freeway and Expressway Lone Closures DATE APPROVED February 17,19 81 SUMMARY OF SURFACING O ASPHALTIC PAVING ElfdNage ADELANTO `'� EMULSION ASPHALT VICTORVILLE LOCATION POST NILE LENGTH PAVEMENT EN GRADED NUMBER DESCRIPTION LIMIT (MILES) WIDTH AGGREGATE (ASPHALT 18 Ap�le v A:.1 t\1 !PT BDP. y (FT) SEALCOATHTO.N) (ASPH CONC) (TON) (TON) Bd 66 from. Benson Ave to Mulberry Ave 1.C8 1.97 0.39 24 PIT— E3" i8 '�'' t: 1 i-1 i; ] � 1•i � EB Lanes No. 1,2 (Desert Springs' ;'• �_ 1 36d 66 from Mulberry Ave to Euclid Ave 1.97-2.78 0.81 24 8 1200 72 395 �---.,� �� Luceme ES Lane No. 2 WB Lane No. 2 jNesD""u;I 'e s. Valley S8d 66 from Red Hill Country Club Or to 4.16-4.61 0.45 48 2 18 Baker Ave ES Lanes No.1,2 - WB No.1,2 Riv 194(15E) from Box Spgs CH to 0.1 Mi S zYkightwood 138 IT plgBe•.I 2 Of University Knolls OC R38.64-40.11 1.75 36 8 1218 75 Calan \Ir uk�•`I SS Lones No.1 2.3 15 Favmski 'k' LhDly BruT In);• LOCATION 3 GCstll 8 nOcvhead Riv III in Palm Springs frr•n Bnaic RZ; to LOCATION I evole F 18 g 38 3 0.1 Mi S of Araby Or 47.80-49. I.14 60& 9 1255 76 194 1- AFsUkea DIL peat NB Lones No.1,2 SB Lones No.1,2 Vor I / i5 unngs Lake TOTAL S.C4 25 3b T3 223 ® X206 330 Springs Camp Angelus Length of Work = 5.04 Mi 66 ONTANA SAN BERNARDINO ® Yucca N.ounEar,: VMomngo alle LTON REDLANDS Ile-- Vanes CO ONTA 10 �_ l0 _ OC NO 6C 5 B3 15 IVERSIDE 134 i? 1 > 62) ti NORCO 6U BANNING C,,,,,,. tifhl ev+alel -- - \Edge5Supoieaa BEAUMONT sa - — *Surfacing Limit '3I T '0 Surfacing Limit (, 7 79 CHman Tholsx,t —_ ♦CORONA'` Math w, Hot Sprngs� PALM SPIRINGS 4 IS PEP,RIS SAN 0.04' Open Graded Asphalt Concrete 74 Hometan0 Calhedial City ( "I Taper LOCATI ON 2 �� 74 RANCHO MIRAGE Left Turn R--,,,;,a 1EIMETVune I}numau+ Lane 2 Lone 1 Lone Lane 1 LanA 2 1, PALM CANYON WASH BRIDGE ,�AIN111,1l n Cdy d fl.nUlrslpi Vsla/ CenlDl PALM DESEST T-INO. 5G•3934 (Location 3) `j LA.INORE E lukr /f ll`mrl\ Exist. I Pav't width as tabulated ELS_I y" 15ix 79 s4 74 1 CahLNla � Riv I i I / tAYtu,1l nnta L i5 371 NOTES: Dimensions of the Structural Section are Temecula LOCATION 3 subject to tolerances specified in the ' —79 — Aguanga Standard Specifications. cs c w . n In on a Taper to a minimum practical thickness may/ L�-1�B�_ LOCATION MAP L Seale 1n Miles at surfacing limits. cpaR�Cuq NS illi$SHEET, c ClOr�, 71�Il���/rte STATE OF CALIFORNIA I _ 0.04' Open Graded Asphalt Concrete DEPAF.MENT OF TRANSPORTATION g I 004' en Graded Asphalt Concrete _I FROJECT PLANS FOR CONSTRUCTION ON a Lane I _i_ Lone 2 Lone 3 01 N STATE HIGHWAY Lane 2 Lone 1 Var Lane 1 Lane 2 � Exist '�'II ",P Pavt width as tabulated Pavt width as tabulated Exist �- IN SAN BERNARDINO AND RIVERSIDE COUNTIES LL S Rdbd Riv 19405E> AT VARIOUS LOCATIONS SBd 66 LOCATION 2 LOCATION 1 ;4 g3 TYPICAL CROSS SECTIONS f No Scale to be supplemented by Standard Plans dated January. 1981 contract No. 08-240604 =" 08204—240601 w. AS BUILT PnLANS I _ Contract N o."'g tK yn 60 ' I HEREBY CERTIFY THAT THIS IS A TRUE AND ACCURATE COPY OF THE ABOVE OOCUTAFNT TAKEN Date Completed UNDER MY DIRECTION AND CC*fROL ON THIS DATE IN SACRAMENTO.CALIFORNIA PURSUANT TO ij AUTHORIZATION BY THEr DIRECTOR OF TRAN.SPORi:TION. Document No.-- T w � 0 $CALL. I 200 NTPOFILhr-STATE CF CAL•10RNIA-�FP.iRTNN.OF . . � SCALE . i6 NICROFILIA-STATE OF CALIFORNIA-OCPAR-WENT OF rPAFA*tYtTAF.0N-MICROFILFAi00 3Do 400 i cO pp $CALL 2C 5c . 50 a dsa I sa A - So 60 50 gO0 7_ C- 0-8 rw=.SBdj'4l� I VO rl 0 f/J NO PASSING ZONES C E:N T E R L 1.I'll LE SO LANELINES 24' 1 '7"' 1 8'/Z 1 7. ®f3„3 48' {_L 7' 12' 18 18' 12' 8 2" 7 8,12 8'2 1 (D 10 DETAIL 3A One-Way Barrier DETAIL 1A DETAIL 6A 24' 24 4' 4' 8' ' 1 1 1 1 I@ @ a (D e (g) E@P" 48' — @ (D @ (2) (D [JT 24' 24' 7,' 15' 9. 4' 1 4— 7 7 0 E�_ 0 0 0 0 0 0 0 0 0 DETAIL 3B One-Way Barrier DETAIL 1B DETAIL 6B (RTES 111 ' 1911(15E) 24 24' 1 1 1 4' 1 4' 16' 1 48. C) C) <D (D (D CD 48' 18, :2' (D CD C) .(D C) C) 0 0 (D CD C) C) C) 8, 8 3, t2' 18' 0 0 0 0 0 0 0 0 0 0 0 4-) C C C DETAIL X One-Way Barrier 4' DETAIL 1C DETAIL 6C 4- 1 24' 1 24 1 J_0 0 . 2..—:f 8' 7 8'i 811i 17' 7' 0 0 (D C) C) ID 10 T— -- ---------- 4' 4— mmlo- DETAIL 4A Two-Way Barrier 2" 0 DETAIL 1D DETAIL 7A (RTE 661 24' 24' 4— 14' 1 4' 1 1 48 12 8' 1 8' 8. 6' 3' 8' 1 Cb 0 0 10 0 0 0 0 0 0 C 4— 1 4' 1 DETAIL 4B Two-Way Barrier DETAIL 2A DETAIL 7B (RTE 661 4" 14' I4' O CD (D 0 C, C) CO (D CD Ct C) (D CD 18 �6' 8' 16. C) <D (D C) C, C) (D Co C) (D (D (D C) O 0 0 0 0 00 0 0 C T C C C C C 4) 4) yDETAIL 4C Two-WaBarrier y 1 4' 1 4' 1 0 1 DETAIL 2B Uhl AIL A; CHANNELIZATION 24' 24' 8 48' 48' 10 2 �2' 1 36' 12' W/Detad SA ID C White Stripe (z) 0 C) C—) (B C= (h 4 I 48' 1 148' 1 48' 1 (0 0000 (0 0000 (0 )0C)o M W/Defod 68 DETAIL 2C I v I ­�Deioo 6A r 68 DETAIL 5 1 6A or /2 68 Delad 1/2 MI 1 M I I- 1 F 1�'�44,, 6B Detoll 6A or De:011 6AD`r 1 300'± PAVEMENT MARKERS DETAIL 8 TYPICAL DETAILS a AS BUILT ay-_S 71-7�z7Details Approved: Chief, Office of Traffic Engineering Date 10CORIECTIONS THIS SHEET Sheet 1 of 3 10-.1.0 92 PF AS BUILT PLANS Contract NO.08-.?Yi2I60 ,,:.EnLGV CEAETIFV THAT'HIS i54 111UE AND ACCUIRATE COPY OF THC AWVL JOCU'.1ENT Tan EN :,LA-PIA CTION AND CLNNI`Sn:ON THIS DATE IN SACRAI.-ENT.CALIrON41A PURSUANT TO Date Completed AIJTIOFIZAIION 8�T-IE CIFECT:,ROr THANISPOATTION, Document No. 5-11-81 O8 iv,SB� 66 111 MEDIAN EDGELINES 48' 481 211 P 10-C DESIRABLE 2 MINIMUM DETAIL 9 S' LI 1 48' 10 _E 10 -01 DETAIL 10 t-0 x DETAIL 9A TWO-WAY LEFT TURN LANES 24' 24' 24' 1 24 1 24 24 1 24' 24' 24 24' 0000000000000000000000000000000 0 0 0 14'1 0000 0000 0 18, 12, 36' 12' 18, is' 12, di 96, 18' 12' 36' 12' 1 18' 11 96' DETAIL 12 DETAIL 13 --------------- INTERSECTION TREATMENTS INTERSECTION TREATMENTS LANE DROP MARKINGS AT EXIT UO, 14,.,T—------ Lov mlNlmum 30, 18'12 24' ID 000 91 000 13 7 0 = 01 �127 6, 1 3, 1 3 6 01 0 4 IF 19 16 r— 6' 6' 3' 12, 3' 6' 3' oom Ex0 00 ON Cl gm 0 DETAIL 16�71 8'12 K)8'12 1 3 00 Of 3-011 El u 0 —1 r 24 241 DETAIL 15 DETAIL 14 INTERSECTION APPROACH 4- 100'MINIMUM 100 MINIMUM it IDI 1 1 13 06'MAXIMUM 24' 96' MAXIMUM A A $ BUILT 8' 14'14'1 8' 1 24 14'14'1 24' 1 01 000 0 000 3 000 0 V000009100000©0000010 24 30000001100000M00000a 0 000 r 000 0 000 E 19 '40 co"ECTIOM THIS SHEEP -0- DETAIL 15A 1 24 14-141 1 24' 1 8' 14-14-1 8' C DETAIL 16A -1110. INTERSECTIO I N APPROACH PAVEMENT MARKERS TYPICAL DETAILS A 100'MINIMUM ...... 106 MINIMUM 1 1 16' 1414'1 24' 14-1 300' MAXIMUM 300' MAXIMUM r OD I I/L Details Approved: zL x QQ2O0DMC ©zMMCQ00�aaD20QsEhieI,_0frI Office Of Traffic Engineering Date ES P&4M ED CD 00 a,(Z 0(z(M®Q QD QD ®0 Q)0(M I0 QD QD QD QD Q,Q,QD(FI IM e CD m0® DETAIL 15B 141 24 14141 16 1 DETAIL 16B 14'1 141 REVISED 5-25-78 Sheet 2 of 3 3 FORM HD 92 PF AS BUILT PLANS Contract No.09- I HEREBY CERTIFY THAT THIS IS A TRUE MDACCURATE COPY OF THE ABOVE DOCUMENT TAKE. Date CompletedUNDER My DIFIECTIONIAND CONTROL ON THIS DATE IN SACRAMENTO.CALIFORNIA PURSUANT TO - _AUTHORIZATION BY THE DIRECTOROF TRANSPORTATION. Document No.- v 200 -IICQOF'L­57ATE OF CALIrOPt4.A OEPAR'WN�OF I ilr R. >� 08 Riv,S 194 ISE lVOi'70u9 1415 �Rafci fool+-c:r�— REGISTERED CMC- 1 ENINFEE R OFF-RAMP TREATMENT No 25467 --_- x MARKER DETAILS DATE APPROVED F�>��v� T-0.68"-0.80, 2�♦e a . O.IL:0.05 7— E m-------._�-- -- I., LEGEND --_7Rome E.P. C TYPE A& TYPE AY 0 Type A ® Type DC t 210 I3.25"!3.25•'* ® Type AY KI Type G ' —4— I 24' i 24' r --I r-0.73`mo, �- I I ® Type C O Type GC x DETAIL 17 Main Line E.P. F c� I ® Type D ® Type H White Stripe 100' MINIMUM =L1 Yellow Stripe Direction of Travel 4- 1 24' I 24' I ♦� I 24' I 24 I i YPE C a TYPE D ® ® ® 2 ® ® 2" 1..75" DETAIL 18 PAINTED LEFT EDGE DETAIL 20 TWO LANE OFF RAMP INTERSECTION �o.zs" moose' TREATMENT '4• LOoe—f 038 0.38 Ow -- 075 ® © Ei_ a 002'm,n\2 GUTTER TYPE OC PCC CURB DETAIL 19 CURBED LEFT EDGE �073'mos o12-.j INSTALLATION AND QUANTITY SUMMARY Co STATIONS OR POST MILESDETAIL PAVEMENT MARKER QUANTITIES ,74 � NON—REFLECTIVE REFLECTIVE RTE From TO NO, TYPE A TYPE AY TYPE C TYPE D TYPE DC TYPE G TYPE GC TYPE H White Yellow Red 8 'too, Yellow Yellow CI%or Clear Yellow I YPE G a TYPE H SBd-66 LOCATIC4 NO. I x EB Benson Ave Mulberry Ave 5,78.12416 602 185 130 '1 `025 j-068 ES Mulberry Ave Euclid Ave 78& 16 540 101 \ �• h , U 1 WB Mulberr Ave Euclid Ave 548 103 0.06 BY L EB Red Hill Countr> Baker Ave 4A 5 7A 68 #11,7'R h0 CORRECTIONS Tft SN" Club Or 8 I6A 314 •WS Red Hill Countr Baker 74Club Or 8" � Riv5E) LOCATI N0, 2 PAVEMENT MARKERS (ISE) SB 0.1 Mi S Univ Box Springs('ki 68 8 9 2700 340 340 TYPE GC Knolls OC TYPICAL DETAILS Riv-111 LOCATI NO. 3 REFLECTIVE SURFACE NB Bogie Rd 0.1 Mi S of Araby Or 4A,5,68r 1040 552 145 SB Bogie Rd 0.1 Mi Sof Araby Or 12& 16 1040 141 v�p Details Approved: • ��� /��P x Chief.Office of Traffic engineering Date REVISED 5-25-78 SUBTOTAL ,=„470 34o 1051 762 340 TOTALS 6470 2493 Sheet 3 Of 3 FORK HD 92 PF AS BUILT PLANS I Contract/yN opo 8-�` YO 160 HEREBY CERTIFY THAT THIS IS A TRUE AND ACCURATE COPY OF THE ABOVE DOCUMENT T/.KEN Date COmpieted NDERlAY DIRECTION AND CONTROL ON THIS DATE IN SACRAMEMO.CALIFOMIA PURSUANT EO t AUTHORIZAT1ON8Y THE DIRECTOROF TRANSPORTATION. Document No. "3 ai C& 5041r ; SO n.^:C"IV-s -E :EPARTNErr Or;a .as a ::FILAR (} 200 400 Crw 4••:.S I ':'1 �LALE -27 MICROFILM-STATE OF CAL�FCRNIA-OEP..RTMERT OF'RAl:aFpgiAr:?00 50 SCA,L =2D ; +iD - c ..: Ro ,:. I n , . . " _ _ __ I - -- 50 tr; _ I � 1 I I 50 yII I � 50 'j` � ro ,. 3d � I .:a ra 50 -- -- -- -- .GC