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962t_ssIN THE UNINCORPORATED CITY OF BERMUDA DUNES, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA N I N G 1 -73 1 A N 6TRIFIN AND N _ co 0 12.5 25 50 100 E 3 BEING A SUBDIVISION OF A PORTION OF THE N 112 OF THE SE 114 OF SEC. 18, T5S, R7E, S.B.B.M. GRAPHIC SCALE: 1 "-- 50' a INSTALL PER DETAIL'A° 8 ° / \ PROTECT IN PLACE - END TC -\ —� EAST. EP REMOVE EXIST. W1 -8L -- o — W �.r BEG. TC -� i ----------- - - - - -- — — _2 ?� "i --- o —----- -- - - - - -- -- m — — — — — — — — h DETAIL 22 ® M M DETAIL 2 Q} I N I V EXIST EP �8 PROP. C G o 0 50' (RRPM's �1'M S � I o^ TRACT BOY i s O o M... \ -77777=77777 V* co ° PROPOSED EP SI MATCH IXIST. EDGE OF PAVEMENT I EXISTING R/W —// PROPOSED R/W \\ START DET.2 2 TRANSITION 16 5 ' \1� N INSTALL ON STREET LIGHT Q: CLUB NFA' MARKING DETAILS SHALL MATCH CALTRANS STANDARD PLAN DETAILS. STENCILS FOR PAVEMENT MARKING SHALL MATCH CALTRANS AVENUE STANDARD PLANS. 1�7' PUE I 11 O W BY SANDBLASTING OR GRINDING A RECTANGULAR AREA COVERING THE WHOLE MARKING, AND ASPHALTIC EMULSION SHALL BE POLE W151 & W13 -IP APPLIED TO THE SURFACE PRIOR TO RESTRIPING. EXIST. STOP BAR ti 10 I' O J .j 8.00' 8.00 .INSTALL SIGN 90 INSTALL MUTCD SIGN W1-6, PER DETAIL "A" IN THIS SHEET 2 EA. STATE m DRIVE Oqp 37. 0' MATERIAL. ALL OTHER TRAFFIC STRIPES SHALL BE PAINTED IN TWO COATS. 7. ALL RPMS SHALL BE INSTALLED WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING. ALL EXISTING RPMS WITHIN THE PROJECT �O o ± 1 1 I (15MPH)o I ANCHOR AND SLEEVE, FASTENED WITH 3/8" RIVETS WITH STAINLESS STEEL WASHERS, UNLESS OTHERWISE NOTED. THE EXACT VICINITY MAP LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. NO SCALE m N z THOMAS BROS. COORDINATES - PG. 819, G -6 2005 J 8 � 0 .: °C II I I° III 12 IL II n g 10 42nd AVENUE 10 aho 18 I I 15 6 II 1 (I T I y W 4 23 z Q co 0 0 Z Lo Z O U l.Ll J m U J Q_ Q w U Z O z O U O Q L co U O E_ or U Q CL LEGEND <s> TURN SIGN WI -1R, W1 -1L DIRECTION SIGN W1 -6R, W1 -6L GN OBSTRUCTION SIGN CHEVRON SIGN OM1 -3 W1 -8R, W1 -8L 9 20 R 22 I: :I o IID ES& IID ESMTI °+ I 5.50' 15.50' 10' PU I P 42 LIE 1 015 8.00' 8.00 37.00' 1 0. � m` J :• of I II`W o \ �II IID ESMT 14 MILES 01 MARKING DETAILS SHALL MATCH CALTRANS STANDARD PLAN DETAILS. STENCILS FOR PAVEMENT MARKING SHALL MATCH CALTRANS AVENUE STANDARD PLANS. 1�7' PUE 2.THE CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPES, PAVEMENT MARKINGS, AND RAISED PAVEMENT MARKERS IN 11 O W BY SANDBLASTING OR GRINDING A RECTANGULAR AREA COVERING THE WHOLE MARKING, AND ASPHALTIC EMULSION SHALL BE APPLY THERMOPLASTIC STOP" LEGEND PER CALTRANS STD. PLAN NO. A24D. APPLIED TO THE SURFACE PRIOR TO RESTRIPING. EXIST. STOP BAR ti 10 5 PI .j 8.00' 8.00 .INSTALL SIGN 90 INSTALL MUTCD SIGN W1-6, PER DETAIL "A" IN THIS SHEET 2 EA. STATE HWY 111 6. ALL PAVEMENT MARKINGS INCLUDING CROSSWALKS, LIMITED LINES, AND STOP BARS SHALL BE APPLIES WITH THE THERMOPLASTIC 37. 0' MATERIAL. ALL OTHER TRAFFIC STRIPES SHALL BE PAINTED IN TWO COATS. 7. ALL RPMS SHALL BE INSTALLED WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING. ALL EXISTING RPMS WITHIN THE PROJECT �O AREA SHALL BE REPLACED IN KIND 0 REMOVED IN ACCORDANCE WITH THE PLANS, OR AS DIRECTED BY THE ENGINEER. 1 1 Q ANCHOR AND SLEEVE, FASTENED WITH 3/8" RIVETS WITH STAINLESS STEEL WASHERS, UNLESS OTHERWISE NOTED. THE EXACT VICINITY MAP LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. NO SCALE 9. THE CONTRACTOR SHALL REMOVE SIGNS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. THE CONTRACTOR z THOMAS BROS. COORDINATES - PG. 819, G -6 2005 EDITION 8 23 z Q co 0 0 Z Lo Z O U l.Ll J m U J Q_ Q w U Z O z O U O Q L co U O E_ or U Q CL LEGEND <s> TURN SIGN WI -1R, W1 -1L DIRECTION SIGN W1 -6R, W1 -6L GN OBSTRUCTION SIGN CHEVRON SIGN OM1 -3 W1 -8R, W1 -8L 9 20 R 22 I: :I o IID ES& IID ESMTI °+ I 5.50' 15.50' 10' PU I P 42 LIE 1 015 8.00' 8.00 37.00' 1 0. � m` J :• of I II`W o \ �II IID ESMT 14 7 15.50 01 MARKING DETAILS SHALL MATCH CALTRANS STANDARD PLAN DETAILS. STENCILS FOR PAVEMENT MARKING SHALL MATCH CALTRANS n STANDARD PLANS. 1�7' PUE 2.THE CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPES, PAVEMENT MARKINGS, AND RAISED PAVEMENT MARKERS IN 10' PU ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. WORD OR SYMBOL PAVEMENT MARKINGS SHALL BE REMOVED 1,330 L.F. BY SANDBLASTING OR GRINDING A RECTANGULAR AREA COVERING THE WHOLE MARKING, AND ASPHALTIC EMULSION SHALL BE APPLY THERMOPLASTIC STOP" LEGEND PER CALTRANS STD. PLAN NO. A24D. APPLIED TO THE SURFACE PRIOR TO RESTRIPING. EXIST. STOP BAR 3. ALL CROSSWALKS SHALL HAVE 10 FEET IN BETWEEN THE 12 -INCH WHITE OR YELLOW STRIPES. 10 5 PI .j 8.00' 8.00 .INSTALL SIGN 90 INSTALL MUTCD SIGN W1-6, PER DETAIL "A" IN THIS SHEET 2 EA. 5. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC STRIPES, RAISED PAVEMENT MARKERS (RPMS), PAVEMENT MARKINGS, INSTALL TYPICAL N -1 (CA) END -OF ROADWAY MARKER OM1 -3, PER DETAIL "A" IN THIS SHEET AND SIGNS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. 6. ALL PAVEMENT MARKINGS INCLUDING CROSSWALKS, LIMITED LINES, AND STOP BARS SHALL BE APPLIES WITH THE THERMOPLASTIC 37. 0' MATERIAL. ALL OTHER TRAFFIC STRIPES SHALL BE PAINTED IN TWO COATS. 7. ALL RPMS SHALL BE INSTALLED WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING. ALL EXISTING RPMS WITHIN THE PROJECT AREA SHALL BE REPLACED IN KIND 0 REMOVED IN ACCORDANCE WITH THE PLANS, OR AS DIRECTED BY THE ENGINEER. 1 1 &THE CONTRACTOR SHALL INSTALL STANDARD SIZE SIGN PANEL ON 2" SQUARE PERFORATED STEEL TUBE POST WITH TWO PIECE ANCHOR AND SLEEVE, FASTENED WITH 3/8" RIVETS WITH STAINLESS STEEL WASHERS, UNLESS OTHERWISE NOTED. THE EXACT II LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. I I 9. THE CONTRACTOR SHALL REMOVE SIGNS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. THE CONTRACTOR z SHALL DELIVER REMOVED SIGNS TO THE COUNTY YARD OR AS DIRECTED BY THE ENGINEER. 10. THE CONTRACTOR SHALL LAYOUT (CAT - TRACK) THE PROPOSED SIGNING, STRIPING, AND PAVEMENT MARKINGS IN ACCORDANCE l 13 8 0 .: °C II III 12 IL II n g 10 aho 3 2 1 1 +o + ° 0 \ 15 +46 15 +00 14 +00`� 00 12 Q. o � P/L (TYP.) 24 25 26 27 28 29 30 I ° Z a d 20 1 .68' U J ® U h N p 01 1 , 1I w ^ 3a p co W 3 W i W 5 ~ O3 BE ®I I� r I !10� I 6 GENERAL SIGNING AND STRIPING NOTES CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES 1. ALL TRAFFIC STRIPES, PAVEMENT MARKINGS, AND SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. ALL STRIPING AND 01 MARKING DETAILS SHALL MATCH CALTRANS STANDARD PLAN DETAILS. STENCILS FOR PAVEMENT MARKING SHALL MATCH CALTRANS 3 EA. STANDARD PLANS. APPLY THERMOPLASTIC 12" SOLID WHITE STRIPE PER CALTRANS STD. PLAN NO. A24E. 2.THE CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPES, PAVEMENT MARKINGS, AND RAISED PAVEMENT MARKERS IN 3o ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. WORD OR SYMBOL PAVEMENT MARKINGS SHALL BE REMOVED 1,330 L.F. BY SANDBLASTING OR GRINDING A RECTANGULAR AREA COVERING THE WHOLE MARKING, AND ASPHALTIC EMULSION SHALL BE APPLY THERMOPLASTIC STOP" LEGEND PER CALTRANS STD. PLAN NO. A24D. APPLIED TO THE SURFACE PRIOR TO RESTRIPING. EXIST. STOP BAR 3. ALL CROSSWALKS SHALL HAVE 10 FEET IN BETWEEN THE 12 -INCH WHITE OR YELLOW STRIPES. LEGEND & R1 -1 © GN TO BE REMOVED (SEE NOTE) 4. ALL DOUBLE YELLOW STRIPES SHALL HAVE 3 -INCH PAINTED BLACK LINE SEPARATING THE YELLOW STRIPES. .INSTALL SIGN 90 INSTALL MUTCD SIGN W1-6, PER DETAIL "A" IN THIS SHEET 2 EA. 5. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC STRIPES, RAISED PAVEMENT MARKERS (RPMS), PAVEMENT MARKINGS, INSTALL TYPICAL N -1 (CA) END -OF ROADWAY MARKER OM1 -3, PER DETAIL "A" IN THIS SHEET AND SIGNS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. 6. ALL PAVEMENT MARKINGS INCLUDING CROSSWALKS, LIMITED LINES, AND STOP BARS SHALL BE APPLIES WITH THE THERMOPLASTIC 1 EA. MATERIAL. ALL OTHER TRAFFIC STRIPES SHALL BE PAINTED IN TWO COATS. 7. ALL RPMS SHALL BE INSTALLED WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING. ALL EXISTING RPMS WITHIN THE PROJECT AREA SHALL BE REPLACED IN KIND 0 REMOVED IN ACCORDANCE WITH THE PLANS, OR AS DIRECTED BY THE ENGINEER. &THE CONTRACTOR SHALL INSTALL STANDARD SIZE SIGN PANEL ON 2" SQUARE PERFORATED STEEL TUBE POST WITH TWO PIECE ANCHOR AND SLEEVE, FASTENED WITH 3/8" RIVETS WITH STAINLESS STEEL WASHERS, UNLESS OTHERWISE NOTED. THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE FIELD BY THE ENGINEER. 9. THE CONTRACTOR SHALL REMOVE SIGNS IN ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL DELIVER REMOVED SIGNS TO THE COUNTY YARD OR AS DIRECTED BY THE ENGINEER. 10. THE CONTRACTOR SHALL LAYOUT (CAT - TRACK) THE PROPOSED SIGNING, STRIPING, AND PAVEMENT MARKINGS IN ACCORDANCE WITH THE PLANS AND OBTAIN THE ENGINEER'S APPROVAL PRIOR TO ACTUAL INSTALLATION. CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES QUANT. 01 INSTALL R1 STOP" SIGN, STD. SIZE ON EXIST. STREET NAME SIGN POLE PER CALTRANS TRAFFIC MAINUAL, CHAPTER 4. 3 EA. 20 APPLY THERMOPLASTIC 12" SOLID WHITE STRIPE PER CALTRANS STD. PLAN NO. A24E. 45 L.F. 3o PAINT 4" SOLID DOUBLE YELLOW STRIPE, DETAIL 22 1,330 L.F. ® APPLY THERMOPLASTIC STOP" LEGEND PER CALTRANS STD. PLAN NO. A24D. 3 EA. 5o INSTALL MUTCD SIGN W 1 -1(L OR R) & W 13 -1 P(15MPH), PER DETAIL 'A" IN THIS SHEET 1 EA. © INSTALL TYPE "F" CLASS II DELINEATOR ® 20' O.C. 8 EA. Q7 INSTALL MUTCD SIGN W1-6, PER DETAIL "A" IN THIS SHEET 2 EA. ® INSTALL TYPICAL N -1 (CA) END -OF ROADWAY MARKER OM1 -3, PER DETAIL "A" IN THIS SHEET 2 EA. INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STD NO. 816 1 EA. I I END OF DETAIL 22 OF II U I� I I� 10 I N I 0 W RIVERSIDEICOUNTY _I_ EXIST. TC(86.7 CITY OF LA QUINTA W1 -6 (18536') LEFT OR RIGHT m STOP SIGN mwm +a m =?E4 ;..4ei Aki u'a iN_ #$a Y (t RIV. COUNTY x CITY OF LA QUINTA BOUNDARY LINE OM1 -3 DETAIL " A n I �U w I I o n to R .9' \°�° c� W II �; I NOTES: QUANTITIES SHOWN ARE FOR PERMIT PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING HIS OWN ESTIMATE OF QUANTITIES FOR BID PURPOSES. REMOVE EXISTING DOUBLE SOLID YELLOW STRIPE AND ANY OTHER CONFLICTING STRIPING AT ADAMS STREET (UP TO 300 FEET SOUTH OF THE SOUTH TRACT BOUNDARY), BY GRINDING AND APPLY ASPHALTIC EMULSION PRIOR TO STRIPING. REMOVE EXISTING STOP BAR & LEGEND AT ADAMS STREET, BY GRINDING AND APPLY ASPHALTIC EMULSION. PAINT NEW STOP BAR & LEGEND AS SHOWN IN THIS PLAN. BENJAMIN VENTURES, LLC 77682 COUNTRY CLUB DRIVE, SUITE A3 PALM DESERT, CA 92211 TEL. 760 - 771 -9441 FAX. 760 - 771 -0429 SITE ADDRESS BERMUDA DUNES, CA 92253 FLOOD ZONE (FEMA) ZONE: C FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL NUMBER 060245 - 2260 -C DATED 0913011988 APN 609 - 062 -011, 012, 022 AND 023 BASIS OF BEARINGS ARBY ROAD BASED UPON THE CENTERLINE OF PER PARCEL MAP 14510, PMB 82174 -75 AS N89 "E FOR MORE DETAILS, PLEASE SEE STREET IMPROVEMENTS PLAN SHEET 4. 02/02/151 140301 SS.DWG 1' I �I 1 U UNI w I yzg `' U �i I w I (87.18)TC-- I