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Home My WebLink About2329-S (Fontana)CONSTRUCTION NOTES Fil PAINT OR REPAINT TRAFFIC STRIPE AND INSTALL RPM, PER CALTRANS DETAIL OR AS NOTED ON PLAN. INSTALL RPMs WHEN EXISTING STRIP IS REPAINTED. DPAINT OR REPAINT PAVEMENT MARKING, PER CALTRANS DETAILS, AS NOTED ON PLAN. INSTA LL SIGN, 0 N NEW P OS T UNLESS OTHERWISE NOTED 0 N PLAN. F31 Fs] REMOVE, BY SANDBLASTING, EXISTING CONFLICTING STRIPE OR MARKING. SCALE 1 "= 40' LEGEND EXISTING SIGN NEW SIGN, ON N EW POS T U N LESS NOTED OTHERWISE =5 EXISTING TYPE IV ARROW NEW TYPE IV ARROW iW NEW TYPE VI ARROW EXISTING PAVEMENT LEGEND ST� NEW PAVEMENT LEGEND W 0- Q z p O z w + EX. DBL. YELLOW SB 00 0) (0 {t� DETAIL 29 SUMMIT AVENUE (24th STREET) O J N W I TAPER 50:1 �.., (0 On.,. r.,. », » » »:n. »...::..:: »..v ».:, .::...:.:::::..:.: ::::.:::::::: :::::::........... QUAN. PAVEMENT MARKINGS » .................. SIGNS * o...... ....... . ......... »..... ,...:..:.:..:................ ......... :...:.................:.:::.., .........:....: ...............,... «.... :.... :. » :. :: :..... ».....:.. ».:. :.,..,, :.,N,. :.: » »:.. D 0 LY U W W w Ln 8° SOLID 100 LF 8° WHITE - SOLID >0 ° 1 EA z �< w 360 LF W74 Ln ° 16 + W W nJ W/... .1. /. t» :::, :: /.., ,......... K ...,:,.v. .t ,...... ,.,,. J F- -- Q 0 z W 0 < z w 4.5' 3' 9' 3' 4.5' 24' 4.5' 3' 4.5' z mQ ❑ W 16' 42' :: 3 6' x # I 48 .', 26' z 8 ❑ ❑ ❑ B ❑ 0' ❑ U- 0 Q ° LL- 8" WHITE TYPE G - 2 EA DETAIL 38B 0 LANE DROP MARKING D ET AI L - 2 U U NOT TO SCALE - ,r ' Lj X EX. DBL. ,. > w YELLOW a 0 CY) SUMMIT AVENUE (24th STREET) DETAILS , + <. jz ,.. , ..........:...vim: ::.,.,. .'h.:..1. .._..: ° O f •, y' rr r r r rr rr r r r r rr r r rr rr rr r r �•� / N CD T_ ,.I ............... .:.n..............,... ....... ...:.....». ... .........:.»..._.. .. ».. ..... ..».... .......... ....:...».....:.... .:•n•..•:.• »...... ................". »......»....... .........."...... ...":.»...:....:.. ................•n.. .w•.,..... .:.A...... nw:.x .:..,.a. w ,..w.•v.. ,. n..n: ":.. .. »:a ....... .A . .... ..,....:..v. .. .. ,.nn. . rn• r ................ ... ............... ........... ............... ............... ............... _. _._�. .......... — — — — — — — — — — — — — — - — — »...N » , »...v.v:.v »,:. ».:,,,k ».,.,:,,, ... »,.v... »..,.. »,,.N. ;..... COUNTY OF SAN BERNARDINO to SECTION LINE �, ITY OF FONTANA ►� ........ ..................:..................::...:.....................:......:............... ::...,.,.....:.............,.., ........:....n................. .:...,:.::.... . .....:............,........ :... ...... .. ........,n,....:.............., »,.......,.......:.:.. .:.:..: ......:..:..:.:.:....::........ »k...,.......n:....:r.., ..,,.., ...:., ......... :._..... ..... .... 3 4 6 ITY OF RANCHO CUCAMONGA 4 h STREET � � 2 t S EET .ff.'s. � N W74�' f�, f, . ^�, ....._.... �... � ..�.�... »..n�......:..».h..,.:. ...:...A,..... -- -- -- -- -- O Opt N N 2 TYPE VI 3 ITY OF RANCHO CUCAMONGA i� `S H. hh } T �. V w PER LANE DROP z_ DETAIL, THIS SHEET 1 0 EX. 8" SKIP 0) N EX. DBL. 2 TYPE VI YELLOW GENERAL NOTES 1. TRAFFIC SIGNS, STRIPES, LEGENDS AND RAISED PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION TRAFFIC SIGN SPECIFICATIONS, STANDARD PLANS AND CALTRANS STANDARD SPECIFICATIONS. 2. POST MOUNTED TRAFFIC SIGNS SHALL BE MOUNTED ON A "QUICK PUNCH POST" 2" X 2" (12 GA.) WITH 7/16" HOLES, 1" ON CENTERS, ON FOUR SIDES THAT CAN BE PUNCHED OUT. LENGTH OF POSTS TO VARY WITH SIGN INSTALLATION TO MAINTAIN MINIMUM HEIGHTS. 3. TRAFFIC SIGN POST ANCHOR SHALL BE A HEAVY DUTY ONE PIECE, 2 1/2" X 30" X 6 GAUGE, (NON- PERFORATED), TO FIT A 2" SQUARE STEEL POST, PREPUNCHED AT MID -POINT OF ANCHOR WITH ONE 7/16" HOLE ON EACH SIDE, AND AT TOP. 4. STRAP AND SADDLE BRACKET METHOD SHALL BE USED TO MOUNT SIGN ON ELECTROLIER. 5. TRAFFIC PAINT SHALL BE LOW VOC STREET AND HIGHWAY COATINGS THAT COMPLY WITH THE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1113. WATER BASE PAINT IS NOT ACCEPTABLE. 6. PAVEMENT LEGENDS SHALL CONFORM TO CITY STENCILS. 7. STRIPES AND PAVEMENT LEGENDS SHALL BE REFLECTORIZED. PREPARED BY: Transportation Engineering and Planning P.O. Box 18355 Irvine, CA 92713 Craig S. Nye x oe ter RTE 1433 DATE QOESS/ "E433 Cf Exp. 12/31/94 S>q T'YA F F -- -- -- -- -- -- DETAIL 38 1 TYPE IV (L) 2 DETAIL 38B C EX. 8 WHITE EX DBL N 50 r- 0 YELLOW SB EX. TYPE IV (R)�2 -I TYPE IV (L) L TYPE IV (L) 8. THE CONTRACTOR SHALL FURNISH THE NECESSARY CONTROL POINTS FOR ALL STRIPING AND MARKINGS AND SHALL BE RESPONSIBLE FOR THE COMPLETENESS AND ACCURACY THEREOF TO THE SATISFACTION OF THE CITY ENGINEER. 9. SPOTTING SHALL BE COMPLETE PRIOR TO THE REMOVAL OF ANY EXISTING STRIPES OR MARKINGS. EXISTING CONFLICTING STRIPES AND MARKINGS SHALL BE REMOVED PRIOR TO PAINTING NEW ONES, BUT IN NO CASE SHALL ANY SECTION OF STREET BE LEFT WITHOUT THE PROPER STRIPING FOR MORE THAN 24 HOURS, OR OVER WEEKENDS OR HOLIDAYS. 10. PAINT FOR LAYOUT, ALIGNMENT AND SPOTTING SHALL BE OF THE SAME COLOR AS THE STRIP OR PAVEMENT MARKING TO BE PAINTED. 11. TRAFFIC PAINT SHALL BE APPLIED AT THE RATE OF 16 TO 18 GALLONS PER MILE OF SOLID 4 -INCH WIDE STRIPE (ONE GALLON FOR EVERY 98 SQUARE FEET). THE DRY PAINT FILM THICKNESS SHALL BE EIGHT (8) TO TEN (10) MILS. 12. TWO COATS OF PAINT SHALL BE APPLIED TO ALL TRAFFIC STRIPES AND PAVEMENT MARKINGS. A MINIMUM OF SEVEN (7) DAYS AND A MAXIMUM OF FOURTEEN (14) DAYS SHALL ELAPSE BETWEEN APPLICATION OF THE FIRST AND SECOND COATS OF PAINT. 13. TRAFFIC CONTROL SHALL BE AS PER THE "STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS." 90ESS /�y,� Ld RCE 38061 N Exp. 3/31/97 S CIV\\- PREPARED UNDER THE SUPERVISION OF: .. z q Mar S. Diercks RCE 38061 D E EX. TYPE IV (R) f DETAIL 22 L 1 EX. YELLOW SKIP FsB B EX. DBL. YELLOW �R7 TYPE K M w I} D bJ > Qw } �.... z I =0 o U F— O U O V) + O Q .............. 5. 0.:A........................................................................................................................................................................................................................................................... ............................... I TAPER - _ _ - ,.:.: »:........... �:. »,..... »...» > o 0 SB EX. 4" EDGE STRIPE + V) N X 1 DETAIL 27B w w z �- o a -, p z w w z W Q J EX. 8" WHITE, DBL. p SB YEL. & ARROW w 0 + DETAIL 9 1 TYPE IV L 2 ..............1... W11 2 TYPE IVI (L) W6 50 36' € f F f i ff U f f s� s f r f� f 1 r r f r 16'f € 2 TYPE IV (L) co 2 i f f 16'f 7+85 eEGI N END TRgNS�s Ro VERSE CURVE { N 4 E/0 o r � 'i_ j �^ F Z f f . F i 1 EX. STOP BAR EXTEND TO NEW �' ~' DBL. YELLOW 0 "f 2 "STOP" - 2 EA. $�- SB EX. "STOP" ,. 10'�14'f f—i 1 I DETAIL 38 � EX DBL. SB YELLOW $ +75 END REVERSE CURVE s3 ` W17 F` li� ":<,ly rtfJ��Jr fi ' ✓OWN F eFCIN EX. "STOP AHEAD" w Q z SB EX. DBL. YELLOW & w 4 EDGE STRIPE m 1 DETAIL 29 -- -- -- -- -- -- -- > R �.Cs N m J ft Q TAPER 50:1 I N::...:.,:..:::.: H.:............................................................................... ............................... �... O » » »....:.v, :.......:.:.Y . »" CITY OF FONT «:...: . CITY OF RANCHO CUCAMONGA rr »...t4k» »,...,:,N»,....., »...... M:.: »......, av ».....::::,... �. 5 TAPER ..,.,..w T µn », . »... • F» # Q 1 DETAIL 22 \-TSB I EX. 4" EDGE STRIPE 1 1 DETAIL 27B ESTIMATED QUANTITIES w QUAN. PAVEMENT MARKINGS QUAN. SIGNS * QUAN. 4" SOLID w U > w D 0 LY U W W w 1 EA 8° SOLID 100 LF 8° WHITE - SOLID >0 ° 1 EA z �< w 360 LF W74 z SB EX. ARROW ° 2 EA + W W nJ M m 2 TYPE IV (L) STOP LEGEND w Q z SB EX. DBL. YELLOW & w 4 EDGE STRIPE m 1 DETAIL 29 -- -- -- -- -- -- -- > R �.Cs N m J ft Q TAPER 50:1 I N::...:.,:..:::.: H.:............................................................................... ............................... �... O » » »....:.v, :.......:.:.Y . »" CITY OF FONT «:...: . CITY OF RANCHO CUCAMONGA rr »...t4k» »,...,:,N»,....., »...... M:.: »......, av ».....::::,... �. 5 TAPER ..,.,..w T µn », . »... • F» # Q 1 DETAIL 22 \-TSB I EX. 4" EDGE STRIPE 1 1 DETAIL 27B ESTIMATED QUANTITIES SB REMOVAL QUAN. PAVEMENT MARKINGS QUAN. SIGNS * QUAN. 4" SOLID 1120 LF 4° WHITE - SOLID 1200 LF R7 1 EA 4" SKIP 300 LF 4" WHITE -SKIP 500 LF W6 (50) 1 EA 8° SOLID 100 LF 8° WHITE - SOLID 690 LF W11 1 EA DOUBLE YELLOW 2225 LF 8° WHITE -SKIP 360 LF W74 1 EA TYPE IV ARROW 2 EA 12" WHITE - SOLID 24 LF TYPE K 1 EA STOP LEGEND 1 EA DOUBLE YELLOW 2480 LF TYPE IV ARROW 9 EA RPM TOTAL SANDBLAST (SQ. FT.) 2575 SF TYPE V1 ARROW 2 EA TYPED 124 EA STOP LEGEND 2 EA TYPE G 96 EA STOP AHEAD LEGEND 1 EA * ALL NEW SIGNS SHALL BE STANDARD SIZE AND REFLECTORIZED ENGR'S CITY N0. REVISIONS APPROVAL DATE APPROVAL DATE I City of Rancho Cucamonga Approval City of Fontana, California DRAWN BY: SCALE: APPROVED BY: MSD SIGNING & STRIPING PLAN 1 " -40' DESIGNED BY: SUMMIT AVENUE AT CHERRY AVENUE DATE: t - - MSD 8/94 CHECKED BY: DWG. NO. SHEET APPROVED BY: 1040 a 1 1 RC DATE of ENGINEER RCE 2 qO DATE 3°?