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909ii-_sppINDEX OR SHEETS SHEET 1 TITLE SHEET SHEET 2 TYPICAL SECTIONS 8, DETAILS SHEET 3 TO 8 PLAN & PROFILE LEGEND F PROPERTY LINE -x-x- FENCE LINE -D- POWER POLE -W1 2 "- WATER LINE -w4 " WATER LINE (ABANDONED) G GAS LINE -GTE- TELEPHONE LINE �J-- FLOW LINE F.L. FLOW LINE R/W RIGHT OF WAY LINE H.P. HIGH POINT L.P. LOW POINT E.P. EDGE OF PAVEMENT E.S. EDGE OF SHOULDER Underground Service Alert Call TOLL FREE 1-800 227-2600 Two w011l M DAYS MORE YOU DG COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT VIA RAMON L AS P1ALMAS RD TO 30TH AVENUE FEDERAL AID N0. CML- 6164 (004) VICINITY MAP SECTION 17 T4S R6E LENGTH OF PROJECT= 1.0 MILES GENERAL NOTES 1. ALL WORK, MATERIAL AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD PLANS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE LOCATION OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. 3. ALL EXISTING VALVE COVERS SHALL BE RAISED TO GRADE. 4. CONTRACTOR SHALL RESET NEWSPAPER/MAILBOXES (IF NECESSARY). 5 -CONTRACTOR IS REQUIRED TO HAVE A CLASS"A" OR "C-12" LICENSE AT THE TIME THE CONTRACT IS AWARDED. 6. CROSS -SECT IONS ARE AVAILABLE AT THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. SIGHING & STRIPING: 7. ALL MATERIAL AND WORK SHALL CONFORM TO THE JULY 1995 STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION. 8.ALL THERMOPLASTIC PAVEMENT MARKINGS AND SIGNAGE SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR. 9 -PAVEMENT MARKINGS SHALL MATCH COUNTY STENCILS EXACTLY. CONSTRUCTION NOTES 0 CONSTRUCT 0.25' A.0 OVER 0.50' CL -II AGGREGATE BASE OGRADE 8' SHOULDER 3)JOIN EXISTING REMOVE EXISTING A.C. PAVEMENT CONSTRUCT A.C. DRIVEWAY WITH 0.29'A.C. OVER NATIVE SOIL PER PLAN AND CROSS SECTION @GRADE DRIVEWAY PER PLAN AND CROSS SECTIONS AND AS DIRECTED BY RESIDENT ENGINEER O PROTECT IN PLACE ® ADJUST TO GRADE (BY OTHERS) PLACE 1/a TON RIP -RAP PER CALTRANS METHOD "B" (SEE DETAILS "B" AND "C" SHEET 2) @RELOCATE ( BY OTHERS) 11 CONSTRUCT MODIFIED PCC DIP SECTION PER RCTD STD. NO. 307 •-: (SEE DETAILS "B" AND "C" SHEET 2) 12 RELOCATE (AS DIRECTED BY RESIDENT ENGINEER) SIGNING & STRI PI NG NOTES= FA I FURN I SH AND INSTALL NEW SIGNS AS SHOWN ON NEW 4"x4" WOOD POST WITH ANCHOR BLOCKS PER CALTRANS TRAFFIC MANUAL AND RCTD STD NO 861 I BIAPPLY 12" LIMIT LINE, THERMOPLASTIC, PER CALTRANS STANDARD PLAN A24E. F-cl APPLY "STOP"/STOP AHEAD PAVEMENT MARKINGS AS SHOWN, THERMOPLASTIC, PER CALTRANS STANDARD PLAN A24D. ♦ v e j a, xi THOUSAND PAMS PROJECT LOCATION 0 Q < STA.62+37.00 w END PROJECT L w 0 30TH AVENUE .rt w wQ w CD V) o o� Q °- o LA C I T A `!'J► O > a 9� Q w CC w w Z w o w CD a lw o � w � Q 31ST AVENUE O , ,, cn m w z ►- v� w 0 EL PORTAL RAMON RD N kn ICE 0 Q w a w < >- STA.10+11.00 J Q V) of w BEGIN PROJECT < .-. > Z: 0 N.T.S. VICINITY MAP SECTION 17 T4S R6E LENGTH OF PROJECT= 1.0 MILES GENERAL NOTES 1. ALL WORK, MATERIAL AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD PLANS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE LOCATION OF UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. 3. ALL EXISTING VALVE COVERS SHALL BE RAISED TO GRADE. 4. CONTRACTOR SHALL RESET NEWSPAPER/MAILBOXES (IF NECESSARY). 5 -CONTRACTOR IS REQUIRED TO HAVE A CLASS"A" OR "C-12" LICENSE AT THE TIME THE CONTRACT IS AWARDED. 6. CROSS -SECT IONS ARE AVAILABLE AT THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. SIGHING & STRIPING: 7. ALL MATERIAL AND WORK SHALL CONFORM TO THE JULY 1995 STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION. 8.ALL THERMOPLASTIC PAVEMENT MARKINGS AND SIGNAGE SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR. 9 -PAVEMENT MARKINGS SHALL MATCH COUNTY STENCILS EXACTLY. CONSTRUCTION NOTES 0 CONSTRUCT 0.25' A.0 OVER 0.50' CL -II AGGREGATE BASE OGRADE 8' SHOULDER 3)JOIN EXISTING REMOVE EXISTING A.C. PAVEMENT CONSTRUCT A.C. DRIVEWAY WITH 0.29'A.C. OVER NATIVE SOIL PER PLAN AND CROSS SECTION @GRADE DRIVEWAY PER PLAN AND CROSS SECTIONS AND AS DIRECTED BY RESIDENT ENGINEER O PROTECT IN PLACE ® ADJUST TO GRADE (BY OTHERS) PLACE 1/a TON RIP -RAP PER CALTRANS METHOD "B" (SEE DETAILS "B" AND "C" SHEET 2) @RELOCATE ( BY OTHERS) 11 CONSTRUCT MODIFIED PCC DIP SECTION PER RCTD STD. NO. 307 •-: (SEE DETAILS "B" AND "C" SHEET 2) 12 RELOCATE (AS DIRECTED BY RESIDENT ENGINEER) SIGNING & STRI PI NG NOTES= FA I FURN I SH AND INSTALL NEW SIGNS AS SHOWN ON NEW 4"x4" WOOD POST WITH ANCHOR BLOCKS PER CALTRANS TRAFFIC MANUAL AND RCTD STD NO 861 I BIAPPLY 12" LIMIT LINE, THERMOPLASTIC, PER CALTRANS STANDARD PLAN A24E. F-cl APPLY "STOP"/STOP AHEAD PAVEMENT MARKINGS AS SHOWN, THERMOPLASTIC, PER CALTRANS STANDARD PLAN A24D. ♦ v e j a, xi 30' 4:1 MAX. OR AS DESIGNATED BY RESIDENT ENGINEER m n { 4:1 MAX. OR AS DESIGNATED I BY RESIDENT ENGINEER SEE 4:1 MAX. OR AS DESIGNATED BY RESIDENT ENGINEER 30' 8` 2'� 4:1 MAX. OR AS DESIGNATED BY RESIDENT ENGINEER 4:1 MAX. OR AS DESIGNATED BY RESIDENT ENGINEER 2 13' 2% 30' 4 :1 IMAX. OR AS DESIGNATED BY RESIDENT ENGINEER 0.25' ACI 0.50' CLASS II BASE SAM 8 VIA LAS PALMAS TYPICAL SECTION STATION 43+63 TO STATION 62+37 30' 13' 13' 8' DVARIES 1 2 % 2x 1.49x To - % — 2 4:1 MAX. OR AS DESIGNATED BY RESIDENT ENGINEER 0.25' AC / 0.50' CLASS II BASE VIA LAS PALMAS TYPICAL SECTION STATION 43+50 TO 43+63 13' VARIES 2% TO —1.77% -- 30' 13' S' VARIES 11 9 2% TO 1.31% 4:1 MAX. OR AS DESIGNATED BY RESIDENT ENGINEER 8" REINFORCED P.C.C. DIP SECTION PER VIA LAS PALMAS RCTD STD. 307 TYPICAL SECTION STATION 41+25 TO STATION 43+50 13' D 2% 30' 13' 8' 1 2 ?x - 4:1 MAX. OR AS DES'. BY RESIDENT ENGINE 0.25' AC / 0.50�CCLA�SSII BASE VIA LAS PALMAS TYPICAL SECTION STATION 10+50 TO STA 41+25 30' 13' 13' 8` VARIES VARIES 1 2 0.69% TO 2% 0.69% TO 2% 0.25' AC / 0.50' CLASS II VIA LAS PALMAS TYPICAL SECTION STATION 10+11 TO STATION 10+50 L CD Q It + r X11'13 T1 13,051 � p1 x x Xm CUT '` E. S. IN A ll [m_� 13 0 M 2 0 0 11 E.P.rn Q1 3 r�—, E. E.P. a' o co M �f a E.S. 14.22 EI SEE SHEET #2 DETAIL "A" `�� D E T A I L A Ll 111'90A (N. T. S. ? STA.10+11 VIA LAS PALMAS 3 BEGIN CONSTRUCTION STA, 10+00 RAMON ROAD =STA.10+00 VIA LAS PALMAS . J. 8" P.C.C. CONCRETE 16' -1 ` �6 DETAIL "B" (N.T.s.) 4:1 MAX. OR AS DESIGNATED BY RESIDENT ENGINEER SECTION A—A (N. T. S.) UL I AIL --U-- (N.T.S. ) 90 9-ZI x �i�� ilii i_!!�i■!�i!!�i�l�! �li��l�■�i�iir'ii�i ��-ilii ��i� i�� ' =' �� c�i•�rJ!I• ! 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