The URL can be used to link to this page

Home My WebLink About2998-1W[ WE I CURE RIGHT OF V SCALE: 1" - 40' 20 10 0 20 40 TYPE IV Ll TYPE IV I R26 DET 38 W56 TYPE N .. CL- FH LnI00' `n Ln ��R26(S) vl lu =\ Slop q� DET 22F I F—' R36 t51 xz CL ALMERIA STREET R2 (45) 3 ' 45" 1 f 00 80' — a- ------------------ _........ - --- - _ -- a CURB LO RIGHT OF WAY `� N DET 32� *UUI" 6" 491 6" TYPE G DIR.OF TRAVEL 2ND MARKER NOT USED 4" WHITE STRIPE AT LIMIT LINES OR X -WALKS DETAIL "A" LEGEND: OS SIGNALIZED INTERSECTION I SCALE: 1" a 40' 20 10 0 20 40 Iva a V) RIGHT OF WAY EDGE OF PAVEMENT- R2(45) 3 ' 4 5 " 5i--� CURB n I nI Ir ' ur w v Re. D DIAL TWO WORKIN BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALE SOUTH I JLANU U I MtIVJ I UN VAN I tJ REV. REVISION DESCRIPTION y I RECORD jQ24w/ni4 RIGHT OF WAY EDGE OF PAVEMENT W56 TYPE N 6 CATAWBA AVENUE I I R26 (S) :1 1 DET 32 I DET 2 --r,-r 8 40 �I 36(5) STOP (RI 11111 1 5 0 1` Al s, V e 1 1 vi l l v1 11m l rn ALL STRIPING MEASURED FROM NORTH EDGE OF PAVEMENT SOUTH LANE VARIES CATAWBA AVENUE CONSTRUCTION NOTES INSTALL STRIPING DETAIL (INCLUDING PLACEMENT OF RAISED PAVEMENT MARKERS), ARROW OR LEGEND AS SHOWN. �2 INSTALL 300rtm (12") WHITE CROSSWALK AND/OR LIMIT LINE. 13] INSTALL SIGN AND/OR POST AS SHOWN. aINSTALL MODIFIED DETAIL 12 TO REPLACE TYPE G REFLECTIVE MARKERS WITH TYPE C. ❑5 REMOVE CONFLICTING STRIPING (INCLUDING PAVEMENT MARKERS). F-61 RELOCATE SIGN AND POST AS SHOWN. M REMOVE SIGN AND POST. �8 INSTALL MODIFIED DETAIL 38 TO REPLACE TYPE G REFLECTIVE MARKERS WITH TYPE C. �9 INSTALL SIGN ON EXISTING STREET LIGHT POLE. Flo] INSTALL 300rtm (12") WHITE STRIPE AT 45: Fl -11 INSTALL IOOrtm (4") WHITE LINE. H RELOCATE SIGN TO TRAFFIC SIGNAL POLE. F13] INSTALL MODIFIED DETAIL 'A' TO REPLACE TYPE G REFLECTIVE MARKERS WITH TYPE C. DET 38 I TYPE IV I EDGE OF P RAISED MEDIAN —TYPE N 6 DET 22 I \— - x — — — — DET 29– - . Ltj 32 R 3 6 (5) I` O N W2 (RT) — _ W6(35)— CURB— RIGHT OF WAY HIGHLAND DET 12 w41L R7 TYPE K TOKAY AVENUE DATE ENGR. CITY I DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. GENERAL NO'S'ES: RIGHT OF WAY EDGE OF PAVEMENT = N I DET 29 CD 0 Q ro LO - Of I— _ �r + L N W `• M J N MO W W Q z 0 N N LnW- = LiJ V) C.) -- F-- W0 W R26 Cn a V) RIGHT OF WAY EDGE OF PAVEMENT- R2(45) 3 ' 4 5 " 5i--� CURB n I nI Ir ' ur w v Re. D DIAL TWO WORKIN BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALE SOUTH I JLANU U I MtIVJ I UN VAN I tJ REV. REVISION DESCRIPTION y I RECORD jQ24w/ni4 RIGHT OF WAY EDGE OF PAVEMENT W56 TYPE N 6 CATAWBA AVENUE I I R26 (S) :1 1 DET 32 I DET 2 --r,-r 8 40 �I 36(5) STOP (RI 11111 1 5 0 1` Al s, V e 1 1 vi l l v1 11m l rn ALL STRIPING MEASURED FROM NORTH EDGE OF PAVEMENT SOUTH LANE VARIES CATAWBA AVENUE CONSTRUCTION NOTES INSTALL STRIPING DETAIL (INCLUDING PLACEMENT OF RAISED PAVEMENT MARKERS), ARROW OR LEGEND AS SHOWN. �2 INSTALL 300rtm (12") WHITE CROSSWALK AND/OR LIMIT LINE. 13] INSTALL SIGN AND/OR POST AS SHOWN. aINSTALL MODIFIED DETAIL 12 TO REPLACE TYPE G REFLECTIVE MARKERS WITH TYPE C. ❑5 REMOVE CONFLICTING STRIPING (INCLUDING PAVEMENT MARKERS). F-61 RELOCATE SIGN AND POST AS SHOWN. M REMOVE SIGN AND POST. �8 INSTALL MODIFIED DETAIL 38 TO REPLACE TYPE G REFLECTIVE MARKERS WITH TYPE C. �9 INSTALL SIGN ON EXISTING STREET LIGHT POLE. Flo] INSTALL 300rtm (12") WHITE STRIPE AT 45: Fl -11 INSTALL IOOrtm (4") WHITE LINE. H RELOCATE SIGN TO TRAFFIC SIGNAL POLE. F13] INSTALL MODIFIED DETAIL 'A' TO REPLACE TYPE G REFLECTIVE MARKERS WITH TYPE C. DET 38 I TYPE IV I EDGE OF P RAISED MEDIAN —TYPE N 6 DET 22 I \— - x — — — — DET 29– - . Ltj 32 R 3 6 (5) I` O N W2 (RT) — _ W6(35)— CURB— RIGHT OF WAY HIGHLAND DET 12 w41L R7 TYPE K TOKAY AVENUE DATE ENGR. CITY I DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. GENERAL NO'S'ES: a1 SiOP �Ri R36151� DET '4' -101 mI JACARANDA AVENUE I. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS, THE CURRENT STANDARD PLANS AND SPECIFICATIONS FOR THE CITY OF FONTANA, THE SPECIAL PROVISIONS, AND THE STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (DATED, JULY 1999). 2. PAVEMENT MARKINGS & LEGENDS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS. 3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC (SEE SPECIAL PROVISIONS). 4. TRAFFIC SI I S GN D MEN IONS, 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. 5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, PER CITY STANDARD DRAWING 139. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES (SEE SPECIAL PROVISIONS). 7. CONTROL POINTS OR "CAT -TRACKING" SHALL BE APPROVED BY THE ENGINEER 24 HOURS PRIOR TO PAVEMENT STRIPING APPLICATION. 8. CONFLICTING STRIPING/MARKINGS SHALL BE REMOVED BY METHOD AS DESCRIBED IN SPECIAL PROVISIONS. 9. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 300mm (12') STRIPES PER CITY STANDARD DRAW 1 NG 1006. TYPE IV I Y r t I V L= R18-2 R26 ( S CHERIMOYA DRIVE PLANS PREPARED BY: PROF SS�p"I WILLDAN G L (/FS�� F2 G) 13191 Crossroads Parkway North, Suite 405 W c -m Industry, CA: 91746-3497 DRAWN BY: No. 45729 (562) 908-6200 SB Exp. 12-31-06 UNDER THE S ERV ON OF: DESIGNED BY: VM cl qTF OF A ; �P ¢. 1q-.03 CHECKED BY: HERBERT L. GLUESING JR. R. .E. 45729 VM CITY OF FONTANA SIGNING AND STRIPING PLAN o SCALE: cv SOUTH HIGHLAND AVENUE I'-40" N 0 ALMERIA STREET TO STA 38+75 DATE: 4. 14.03-:_ ` o.� APPR Vcx2ED BY. �3 DRAWING NO.: I CITY TR!JUS ENNEER R.T.E. 1931 DATE: 29 9 - . �• I RIGHT OF WAY EDGE OF PAVEMENT W56 I DET 29 TYPE N N _ + L N W `• M J — i 0 (\j z m ,Q. O N W0 W R26 Cn F- a1 SiOP �Ri R36151� DET '4' -101 mI JACARANDA AVENUE I. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS, THE CURRENT STANDARD PLANS AND SPECIFICATIONS FOR THE CITY OF FONTANA, THE SPECIAL PROVISIONS, AND THE STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (DATED, JULY 1999). 2. PAVEMENT MARKINGS & LEGENDS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS. 3. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC (SEE SPECIAL PROVISIONS). 4. TRAFFIC SI I S GN D MEN IONS, 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. 5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, PER CITY STANDARD DRAWING 139. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES (SEE SPECIAL PROVISIONS). 7. CONTROL POINTS OR "CAT -TRACKING" SHALL BE APPROVED BY THE ENGINEER 24 HOURS PRIOR TO PAVEMENT STRIPING APPLICATION. 8. CONFLICTING STRIPING/MARKINGS SHALL BE REMOVED BY METHOD AS DESCRIBED IN SPECIAL PROVISIONS. 9. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 300mm (12') STRIPES PER CITY STANDARD DRAW 1 NG 1006. TYPE IV I Y r t I V L= R18-2 R26 ( S CHERIMOYA DRIVE PLANS PREPARED BY: PROF SS�p"I WILLDAN G L (/FS�� F2 G) 13191 Crossroads Parkway North, Suite 405 W c -m Industry, CA: 91746-3497 DRAWN BY: No. 45729 (562) 908-6200 SB Exp. 12-31-06 UNDER THE S ERV ON OF: DESIGNED BY: VM cl qTF OF A ; �P ¢. 1q-.03 CHECKED BY: HERBERT L. GLUESING JR. R. .E. 45729 VM CITY OF FONTANA SIGNING AND STRIPING PLAN o SCALE: cv SOUTH HIGHLAND AVENUE I'-40" N 0 ALMERIA STREET TO STA 38+75 DATE: 4. 14.03-:_ ` o.� APPR Vcx2ED BY. �3 DRAWING NO.: I CITY TR!JUS ENNEER R.T.E. 1931 DATE: 29 9 - . �• I i o--,� �� •_