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Home My WebLink About2570-4r ( VII I j I IV 2 - 4 510,-5 120' TAAAZ ir1Dw 4 SKIP.9 /92' MIA/. I I I 1 E)(15r. SJR/PES "<"�� I I "� 1 0 i 7fi] moi' + r . - - ----------------------------- --- -- -- -- - ;,• •: a JAQ. SLOPE 3� I MAx. ti - -T.---------r'r---------r.--- -----�------r------------ �T-- -- -- —*"-'• ---- --TIT---- ----'---- --- ---tet;- � -----;-r` - - "kr: '% �------- — � 0, � 5:t '/Ill. .. ... ...�... •' -� fi • ,� 1 ! E 49 W41 � 44 L rO FEMA/N /sr M,eO%4A/ Q0 -- --- 1 N PAGPIA-" CA) � X51 J N J� 52 y3 Ci 1 54pJ� N 55+00 i� 56+00 43 57+00 �" �7 58+ 59+00 —SA+9G 61+00 62+ J -- --- ----- 40 l --i— �-= -{ IGS gC•J� 0 52 1 ... PleOPO'.SEDMED/[ T— 45 /C 7 49 � N ' — Ld ------------ - 41 ---_ — — --- ------ 43 3— ti — _-- 41 \ 1 I h�b�,\0. �- �4 49 ----------------- --- -Er n, 49R2ro(5) `1 tLd o - ' 49 ARY fA1fJT JEx/9T. 8" NHlyd STRIPE ro Arl-wd r �--. , T �' r I 2G s !W15T1N6 5A1JD )VtD VAtAt 1 { -,• }� 1 �. I � _� () WILL 6L iIdAAID�DNED h/h'EA/ \ \ Nc GUIRE /IAWA//, A NbdNCSOTA I ENrRy SfREets ARS ON Pcace. i , J•� � j .` { II•-� � \ \ � I i j ( 1 I oo \\� ,is.„_f Y �1�1 ��•r � � 1 /J'J \ ppWks t r ' rr� J\J J57/09 09 • ' /3. 1 /4' 1 /2' I /4' BASELINE AVE. A . A GENERAL NOTE 1 ,�, WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DATED JULY 1992. (NON METRIC EDITION) ' 2 • PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS STANDARD PLANS. 3. PAVEMENT MARKINGS SHALL MATCH THE CITY OF FONTANA STANDARD STENCILS. 4. TRAFFIC STRIPING AND PAVEMENT PLIED PER SECTION 84 OGS F C�ALTRANTHERMOPLASTIC S STANDARDS. ALL STRIPING BINDER AND SHALL BE APP SHALL INCLUDE RAISED PAVEMENT MARKERS PER SECTION 85. 5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. PER FONTANA CITY STANDARD. 6. POST MOUXITEO SISAJ DETAIL 139. 7. IT SHALL BE THE RESPONSIBILITY OF ,THE CONTRACTOR TO MAINTAIN BARRICADES, TRAFFIC SIGNS OR OTHER TRAFFIC CONTROL AT ALL TIMES. S. CONTROL POINTS' OR • "CAT -TRACKING"' SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER TWO (2) WORKING DAYS PRIOR TO STRIPING APPLICATION. • A . GENERAL NOTE 1 ,�, WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS AND THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DATED JULY 1992. (NON METRIC EDITION) ' 2 • PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS STANDARD PLANS. 3. PAVEMENT MARKINGS SHALL MATCH THE CITY OF FONTANA STANDARD STENCILS. 4. TRAFFIC STRIPING AND PAVEMENT PLIED PER SECTION 84 OGS F C�ALTRANTHERMOPLASTIC S STANDARDS. ALL STRIPING BINDER AND SHALL BE APP SHALL INCLUDE RAISED PAVEMENT MARKERS PER SECTION 85. 5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. PER FONTANA CITY STANDARD. 6. POST MOUXITEO SISAJ DETAIL 139. 7. IT SHALL BE THE RESPONSIBILITY OF ,THE CONTRACTOR TO MAINTAIN BARRICADES, TRAFFIC SIGNS OR OTHER TRAFFIC CONTROL AT ALL TIMES. S. CONTROL POINTS' OR • "CAT -TRACKING"' SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER TWO (2) WORKING DAYS PRIOR TO STRIPING APPLICATION. • HAWA I I WAY SIGNING AND STRIPING CONSTRUCTION NOTES O REMOVE EXISTING STRIPING BY WET SANDBLASTING WITHIN LIMITS SHOWN. 41 REMOVE EXISTING PAVEMENT MARKINGS BY WET SANDBLASTING. ' 42 APPLY SOLID 4" DOUBLE YELLOW STRIPE PER DETAIL 22 CALTRANS SIDS. APPLY SOLID 8" WHITE STRIPE PER DETAIL 38 & 38 CALTRANS STDS. O APPLY SOLID 8" WHITE CHEVRONS OR DIAGONALS (M 45' O.C. OR AS NOTED. O APPLY SOLID 4" WHITE STRIPE 408 APPLY SOLID 12" STOP BAR OR CROSSWALK 47 APPLY DIRECTION ARROWS & PAVEMENT LEGEND AS SHOWN ON PLAN. INSTALL SIGN ON ST. LT. AS NOTED ON PLAN. 49 INSTALL SIGN & POST AS NOTED ON PLAN. 50 APPLY 4" WHITE LANE PATTERN PER DETAIL 12 CALTRANS STDS. 51 APPLY 8" WHITE LANE DROP PATTERN PER DETAIL 37B CALTRANS STDS. 52 APPLY SOLID 4" DOUBLE YELLOW STRIPE PER DETAIL. 29 CALTRAb15 STD5. 53 INSTALL TYPE L MARKER MR PLANS PREPARE CAL -17R"3 STD5. V je - �� 4 A 4� '6� Tvm �A\ 275 L.F. -43:1 TAPE,E r� 50L.F. 45 147N Ap 020 L. WALNU I AVL. _ W 7 EP. 74 WL 95 • Ep i RECORD DRAWING `I THESE RECORD DRAWN= HAVI K9N PAPAI11801 AND PART, ON THE BASIS OF INIWORA 9hoN OOMPIL O ANO CNE'I�Y aVEIVE RESPONSIBLE FOR ANY SOWN CM 0MI> L04 WMIOM FQoM 74+25 TO 77*00 ? AVE:BEEN 1N00FwCK4ITD MAO IM DOOLU NI'S Ai _A RESULT THEREOF. *P* 40' CHERRY AVEN. 5TRIPINU - Se 1U. 2= Pf•: WnU b2/, U5 -Sep -J! Uti: Ue AM / 1leb-1U5v-1 DWG. DArc : 03/ /0 /`38 . A . HAWA I I WAY SIGNING AND STRIPING CONSTRUCTION NOTES O REMOVE EXISTING STRIPING BY WET SANDBLASTING WITHIN LIMITS SHOWN. 41 REMOVE EXISTING PAVEMENT MARKINGS BY WET SANDBLASTING. ' 42 APPLY SOLID 4" DOUBLE YELLOW STRIPE PER DETAIL 22 CALTRANS SIDS. APPLY SOLID 8" WHITE STRIPE PER DETAIL 38 & 38 CALTRANS STDS. O APPLY SOLID 8" WHITE CHEVRONS OR DIAGONALS (M 45' O.C. OR AS NOTED. O APPLY SOLID 4" WHITE STRIPE 408 APPLY SOLID 12" STOP BAR OR CROSSWALK 47 APPLY DIRECTION ARROWS & PAVEMENT LEGEND AS SHOWN ON PLAN. INSTALL SIGN ON ST. LT. AS NOTED ON PLAN. 49 INSTALL SIGN & POST AS NOTED ON PLAN. 50 APPLY 4" WHITE LANE PATTERN PER DETAIL 12 CALTRANS STDS. 51 APPLY 8" WHITE LANE DROP PATTERN PER DETAIL 37B CALTRANS STDS. 52 APPLY SOLID 4" DOUBLE YELLOW STRIPE PER DETAIL. 29 CALTRAb15 STD5. 53 INSTALL TYPE L MARKER MR PLANS PREPARE CAL -17R"3 STD5. V je - �� 4 A 4� '6� Tvm �A\ 275 L.F. -43:1 TAPE,E r� 50L.F. 45 147N Ap 020 L. WALNU I AVL. _ W 7 EP. 74 WL 95 • Ep i RECORD DRAWING `I THESE RECORD DRAWN= HAVI K9N PAPAI11801 AND PART, ON THE BASIS OF INIWORA 9hoN OOMPIL O ANO CNE'I�Y aVEIVE RESPONSIBLE FOR ANY SOWN CM 0MI> L04 WMIOM FQoM 74+25 TO 77*00 ? AVE:BEEN 1N00FwCK4ITD MAO IM DOOLU NI'S Ai _A RESULT THEREOF. *P* 40' CHERRY AVEN. 5TRIPINU - Se 1U. 2= Pf•: WnU b2/, U5 -Sep -J! Uti: Ue AM / 1leb-1U5v-1 DWG. DArc : 03/ /0 /`38 .