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HomeMy WebLinkAbout2473-25.tifSTA. 43+53.85 ' JOIN EAMING S IPI' GENERAL, N OTE g b 1 ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL 1 I 1 I I CONFORM TO THESE PLANS AND THE STANDARD SPECIFICATIONS FOR THE CITY OF ; c�POWER FONTANA AND THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA. 4`1 2 PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHAD. CONFORM TO CALTRANS STANDARD PLANS.!s ,I 4" WHITE EDGELINE `>` J " ji f j PER CALTRANS DETAIL 278 3 PAVEMENT MARKINGS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS. ; ;, F ... r. PA AVE ,y 11 4 TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITH ALKYD BINDER AND SHALL BE APPLIED PER SECTION 84 OF CALTRANS STANDARDS. ALL ?,0 �jry r>w n •, 'r \ , fes. �",_'""_-- u- �'-»:.�:.gt_ �',-':, �--�_� r,� .-. �...�_;__ ,�..._ ,..r___� _ ....,_ .._, _. 1 3 I ti. 1 9. a l.; , t y r ti ���. I".�` 7°s fir?° '1r `` J A STRIPING SHALL INCLUDE RAISED PAVEMENT MARKERS PER SECTION 85. t p � ' �� �k' _�_ C �, TYPE F DELINEATOR . [al 0.1 r. a4`':� C G ✓ 1 a �A+ATa 2 J.i3) Aa, 5 TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATESTw3t I ,; 1' -� Gip' CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO I I 5 15 o - f l' :. t 1 CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL B ' _ ", STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. cnI ' ► I gm N ,a`` ~ `` 1 , ......-�.._._110+00� <516+00 c� EXISTING EDGE t i,� s �� I ,�-�•..� ...-.••••_ ..,:.�..._ ..� �--- c�-! ___:._ . - _._. ___.._ ._.,..-_ 109+0 x - 6 ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST PER CITY STANDARD DETAIL I'�' �} I , : w N 10, 4'00 41' 0 `� ~ :: �_. �'111+00 ti: - ��` `t - EXIST�G LEFT ° k°- _ TURN PCCET 139 UNLESS OTHERWISE SHOWN. U OF PAVEMENT tr !`j r +1 +N 7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, C2 _04 DELINIATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. _ !_ _ �--- ��--_ __. -_". •-- - ,' - -- --- __-- -- )1 4 / r YVwI }. t _ S CONTROL POINTS OR CAT -TRACKING TO BE APPROVED BY THE ENGINEER 24 HOURS PRIOR TO PAINTING. <1' n17 9 DIMENSIONS FOR CROSSWALKS ARE 10' FROM CENTER TO CENTER OF 12" WHITE STRIPES. _:. r 'r �'•. ?`,� I� - •` -' -" - •"" � 4" WHITE EDGELINE 10 ALL CONFLICTING STRIPING MARKINGS TO BE REMOVED BY WET SAND BLASTING. °© �~ �~I PER CAI TRANS DETAIL 27B 40+61.08 E.C. 40 WHITE EDGELINE IMPROVEMENTS PER CALTRANS DETAIL 27B' i 4 01 VAR.; "C/l. FUTURE FUTURE EDGE 3'115! 5'T15�1R'' CORM N')C'TM /VVn 0 -INSTALL 4" SOLID DOUBLE YELLOW PER CALTRANS DETAIL. 22, STD. PLAN NO. A20A. 0 --INSTALL 4" DASHED WHITE PER CAI -TRANS DETAIL 12. STD. PLAN NO. A20A. @-INSTALL 6" SOLID WHITE PER CALTRANS DETAIL. 36, STD. PLAN NO. A20D. 5 -INSTALL 12" SOLID WHITE DIAGONALS AS SHOWN. 6 -INSTALL 4" TWO-WAY YELLOW PER CAI -TRANS DETAIL 32, STD. PLAN NO. A208. 0 -INSTALL 4" SOLID WHITE. @_ INSTALL TYPE IV (L) ARROW PER CALTRANS STD. PLAN A24A, &-INSTALL TYPE N (R) ARROW PER CALTRANS STD. PLAN A24A. 0 -INSTALL A=22 (STOP) PER CALTRANS STD. PLAN A 240. 0 -INSTALL As31 (AHEAD) PER CAI -TRANS STD PLAN A 240. 0 -APPLY 12" WHITE CROSSWALK / STOPBAR MAMMM. @-INSTALL LANE DROP MARKINGS PER DETAIL 37-5, STD. PLAN NO. A20C. 8 -INSTALL TYPE VM (L) ARROW PER CAI -TRANS STD. PLAN A24A. &--INSTALL TYPE VM (R) ARROW PER CALTRANS STD. PLAN A24A, 0 -INSTALL TYPE I(10) ARROW PER CALTRANS SM. PLAN A24A. e-OWALL 41 WW MtgU WILLM FM eALMO WV& 2% + °C STA 95+97.00 INSTALL R7 do (n - T..n r v u• n v rift BY OTHERS r W Z _ 2 0 7 12 J w = d- 17 50' ,J-�� IMPROVEMENTS I i SECTION LINE i r l f VAR. j � I 1. • n i U l' I �{t ui O + PROPOSED EDGE \1i OF PAVEMENT - - - t•. I t MEDIAN ISLAND 6`h; i l �4t1, + �' REMOVE ALL;`a i� N I ul)� 2 CROSSW L w 7 f .r w r c'` TRIPIN N b N S -, ; K) rl7/1 fe �I` J� to • I N wa � �I � / ♦■ ` I V 1 � I 1 W Z _ 2 0 7 12 J w = d- 17 50' ,J-�� IMPROVEMENTS I i SECTION LINE i r l f VAR. j � NY U N zSs` 9,.. ° 2 1f 8 n i U l' I �{t ui O + •. ,1 _ o� - - - t•. 3 t MEDIAN ISLAND 6`h; i l �4t1, + �' REMOVE ALL;`a i� N q ul)� 2 CROSSW L w 7 f .r w r c'` TRIPIN N b N S -, ; K) r- INTER CTI o t w 13 � 13 g 9 3 NY U N zSs` 9,.. ° 2 ran n i U l' Q•YV ui O + •. ,1 _ o� - - - t•. 3 o w MEDIAN ISLAND 6`h; �4t1, + �' REMOVE ALL;`a i� N q ul)� 2 CROSSW L w 7 !'0 .r w r c'` TRIPIN N b N S -, ; S . r- INTER CTI o t w 13 � 13 g 9 3 12 !,•. FUTURE CURB BY OTHERS EXIST. EP 4" WHITE EDGELINE PER CALTRANS DET SAN BERNARDINO COUNTY TRAFFIC CONTROL - GENERAL NOTES 1. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF TIf TRAFFIC CONTROL MANUAL, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. 2. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC (ALKYD BASE TYPE). 3. ALL SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH INTENSITY (FHWA TYPE NI) REFLECTIVE SHEETING, EXCEPT STOP SIGNS SHALL BE DIAMOND GRADE (FHWA TYPE IIIA) REFLECTIVE SHEETING. 4. SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY STANDARD 303(a) AND 303(b)� 5. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS, SHALL BE ROVED BY CONTRACTOR. REMOVAL SHALL BE ACCOMPLISHED BY SANDBLASTING, GRINDING, OR AS DIRECTED BY THE COUNTY'S REPRESENTATIVE. 6. ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED, RELOCATED, OR COVERED OY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS OR AS DIRECTED BY THE COUNTY'S REPRESENTATIVE. 7. ALL EXISTING SIGNING, STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON PLANS, IF REMOVED/OBLITERATED, SHALL BE REPLACED/RESTORED IN KIND AND IN CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION. e. THE CONTRACTOR SHALL NOTIFY THE COUNTY'S REPRESENTATIVE TO SCHEDULE A MEETING WITH TRAFFIC DIVISION PERSONNEL FOR FINAL REVIEW (WALK THROUGH) AND APPROVAL OF TCD'S PRIOR TO PROJECT ACCEPTANCE. may,...• ` �,. Q� ECTION LIN C/L FUTURE p5� IMPROVEMENTS �• A�- FUTURE CURB ' _....._.....-__ (b' BY OTHERS PROP.P o4 EXIST. EP GU?'_ AN- 4" WHITE EDGELINE PER CALTRANS DETAIL 27B rir CaL.. `. 2✓� 10 _._..._.-... r , zSs` 9,.. ° 2 ran ,G s 7 ui O + O N M O W W 10,2+0 7 !'0 h Z-' EXIST. CURB ° 10 1 E.C.R. Top OD Z Z 0 1 r^i 7 4 N p. P.1�' 3 I 10 N ,n + cn O .� 'n `� N Z Q�e�� 27' 13 12 ' 2' 27' ; i rn � 04 co Q Lo Cn.13b T 17 z 2 f N N INSTALL R-7 do TYPE K 0 ' w m i 1 I f °1 { ( Ili 5Lv {r- ! -�- I EXISTING CURB EXISTING CURB 2 -' I� AND GUTTER AND GUTTER IV I ! 8AN I i1 3 • o �0 27' 13' 12 12' 2'1 27' I f 3.0 I 40.001 1 46' I I 1 7.00' , = 9 l i� 141' 67' 0' s� `s STA. 33+90.00 MATCH LINE17 SEE SHT. 23 g i �a 2 6D Lo M 1fA + + ui O + O O (/) M O W W DESCRIPTION .11 NOTES: 1) EXISTING POWERPOLES TO BE RELOCATED, SEE SHT. 5 AND 7. 0 20 40 60 120 SCALE: 1 "=40' AVENUE EXIST. EP REMOVE EXIST. R + 3c-61 SIGN W) w- Eli - L r W PFQ v EXIST. EP, ;l F , T ��,, f�1g49f. 1,,�_ ,.� ., �° ' SE &N LINE ._....... 10 o „p) �! y.> ,any 105+00 N �_,,,'�^'>• to W 104+Of.X 106+, w .407+00 WW , o N � r- 1 N F' 2 EXIST. CURB a 1 LI 1 'q• a� :2'j No. 20953 Q) 14 *1 O1 THIENES ENGINEERING CML ENGINEERING • LAND SURVEYING 16600 VALLEY VIEW AVENUE ®LA MIRADA, CALIFORNIA 90639 (714)521-4611 FAX:(714)521-4173 THESE PLANS WERE PREPARED UNDER THE SUPERVISION OF: 0 0• tb"- 414 ENG. PATE CITY DATE ON R. LIN GREN NO. 20953 D APPROVED BY: DIVISIONCHIEF, TRAFFIC 11 • �� i n4a - •7:7r'la-i - - PHASE! I • IBM: r .*041BY6 DWG. NO. B.T./C.D. "aa.r Phage -1 o.dwg