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HomeMy WebLinkAbout5547-1CD Co �I EX. C/G IS R26(CA) PROP. S/W PROP. C/G d IL O PROP. S/W PROP. C/G I W3-3 IS I I I II I 1 1 I 1 I Io 32' 32 -T1 W ( , zLU ' I } I I I 1 W I 0 M I CIA I I Q I 1 I 1 1 1 1 ► o 1 ► 20' 1 ' 1 1 I 1 1 _ - R1-1 RS S.N.S. 02 �o zdLa - - Z z0 - ZW----- C9 in - N TX R26(CA) CITY OF RIALTO SIGNING AND STRIPING GENERAL NOTES: SIGNING AND STRIPING CONSTRUCTION ' NOTES: 1. ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE 2014 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL 6. ALL CONFLICTING STRIPING, PAVEMENT MARKINGS, LEGENDS, AND RAISED PAVEMENT MARKERS SHALL BE REMOVED, EVEN ; DEVICES (CA MUTCD), THE LATEST CALTRANS TRAFFIC MANUAL AND STANDARD PLANS do SPECIFICATIONS, AND ALL IF NOT SHOWN ON THE PLANS. REMOVAL SHALL BE PERFORMED BY WET SANDBLASTING, GRINDING, OR OTHER E EXISTING SIGN TO REMAIN. 11' ADDENDA THERETO, THE STANDARD REQUIREMENTS OF THE CITY OF RIALTO, AND ALL OTHER CODES, RULES, AND APPROVED METHODS, NONE OF WHICH SHALL DAMAGE THE PAVEMENT. "BLACK OUT" METHOD OF REMOVAL IS NOT 10-00 � o - �i+00 REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. O\_1 PERMITTED. DAMAGED PAVEMENT DUE TO REMOVALS SHALL BE REPAIRED AS APPROVED BY, AND AT NO COST TO, THE DE INSTALL CLASS 2, TYPE F DELINEATOR AS SHOWN PER CA MUTCD STANDARDS. lV CITY. IS INSTALL SIGN AND POST AS SHOWN. 2. CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC SIGNS, SIGN POSTS, PAVEMENT MARKINGS, RAISED PAVEMENT 22 TX N MARKERS, AND ALL OTHER EQUIPMENT AND HARDWARE. 7. ALL SIGNS AND SIGN POSTS SHALL BE STANDARD SIZE, IN ACCORDANCE WITH CITY OF RIALTO STANDARDS, AND PRIOR © INSTALL THERMOPLASTIC PAVEMENT MARKING AS SHOWN PER CA MUTCD STANDARDS. R1-1 LS R4-7 TO INSTALLATION APPROVED BY THE CITY. TRAFFIC SIGN FACE SHALL BE 3M DIAMOND GRADE DG3 REFLECTIVE SHEETING OM1 -1 3. THE CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 3 WORKING DAYS BEFORE INSTALLATION OF SIGNS AND PAVEMENT S N � (ASTM XI) WITH PROTECTIVE GRAFFITI OVERLAY FILM OR APPROVED EQUAL ALL WARNING AND REGULATORY SIGNS SHALL RL RELOCATE EXISTING SIGN AND POST TO NEW LOCATION AS SHOWN PER CA MUTCD STANDARDS. MARKINGS. THE CITY SHALL APPROVE THE EXACT LOCATION OF THE SIGNS AND PAVEMENT MARKINGS PRIOR TO BE HIGH INTENSITY GRADE (DG3) REFLECTIVE GUIDE SIGNS SHALL BE SUPER ENGINEERING GRADE REFLECTIVE. PROPOSED 2' 351 S O INSTALLATION. ® REMOVE AND SALVAGE 8. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL SIGNS AND STREET MARKINGS WITHIN AND NEAR THE INSTALL THERMOPLASTIC 12' SOLID WHITE LIMIT UNE MARKING. 4. THE CONTRACTOR SHALL INSTALL BLUE RAISED PAVEMENT MARKERS ADJACENT TO ALL FIRE HYDRANTS WITHIN THE CONSTRUCTION AREA SHALL BE RESTORED TO LIKE -NEW CONDITION, AS APPROVED BY THE CITY. PROJECT LIMITS IN ACCORDANCE TO THE CALTRANS TRAFFIC MANUAL ® SANDBLAST CONFLICTING STRIPING OR MARKINGS. 9. AT LOCATIONS WHERE EXISTING PAINTED CURB IS TO BE RECONSTRUCTED, THE CONTRACTOR SHALL PAINT THE NEW 5. ALL TRAFFIC STRIPING SHALL BE RAISED PAVEMENT MARKERS. ALL PAVEMENT MARKINGS ON CITY STREETS SHALL MATCH CURB WITHIN 10 DAYS OF CURB CONSTRUCTION. PRIOR TO PAINTING CURB, THE CONTRACTOR SHALL SUBMIT TO THE P4 INSTALL THERMOPLASTIC 4' SOLID WHITE LANE LINE CITY STENCILS. ALL PAVEMENT MARKINGS AND LEGENDS SHALL BE "FOG SEALED". STRIPING SHALL BE APPLIED WITHIN CITY WRITTEN PROOF THE PAINT IS WATER-BASED WITHIN A 2 -YEAR GUARANTEE AGAINST COLOR FADING. 48 HOURS OF SURFACE COURSE APPLICATION ON PUBLIC STREETS. IN NO CASE SHALL A NEWLY PAVED STREET BE 12 INSTALL THERMOPLASTIC 4' WHITE LANE SKIP LINE STRIPE - DETAIL 12. LEFT UNSTRIPED OVER A WEEKEND OR HOLIDAY. O INSTALL THERMOPLASTIC 4, DOUBLE YELLOW CENTERLINE STRIPE - DETAIL 22. 26 INSTALL TYPE H ONE-WAY YELLOW RPM LINE - DETAIL 26. CITY OF FONTANA SIGNING AND STRIPING GENERAL NOTES: INSTALL THERMOPLASTIC 4' WHITE RIGHT EDGE UNE STRIPE - DETAIL 27B. 1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA DEPARTMENT OF ENGINEERING PRIOR TO THE 7. SUBSTITUTE DETAIL 14A STRIPING FOR DETAIL 12 STRIPING FOR ROADWAYS WITH RAISED MEDIANS. 29 INSTALL THERMOPLASTIC 4' DOUBLE YELLOW CENTER MEDIAN STRIPE - DETAIL 29. START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE INSTALL THERMOPLASTIC 8' WHITE CHANNEUZING LANE UNE STRIPE -DETAIL 38. START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITH IN THE CITY LIMITS. CALL (909) 350-7610. 8. STRIPING AND PAVEMENT MARKINGS TO BE REMOVED SHALL BE REMOVED BY SANDBLASTING OR OTHER APPROVED METHODS, NONE OF WHICH SHALL DAMAGE THE PAVEMENT. THE 'BLACK OUT' METHOD OF REMOVAL IS NOT NOTE: REMOVE ALL CONFLICTING STRIPING. 2. ALL WORK, MATERIALS, EQUIPMENT AND TEMPORARY TRAFFIC CONTROL SHALL CONFORM TO THESE PLANS, THE CITY OF PERMITTED. ANY PAVEMENT DAMAGED BY REMOVALS SHALL BE REPAIRED PER APPROVAL OF THE CITY ENGINEER AT FONTANA STANDARD SPECIFICATIONS, THE CITY'S SPECIAL PROVISIONS, SECTION E, THE STANDARD PLANS AND NO COST TO THE CITY. SPECIFICATIONS OF THE STATE OF CALIFORNIA, DATED 2015, AND THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, DATED 2014. 9. CONTROL POINTS OR "CAT TRACKING" SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO APPLICATION OF PAVEMENT STRIPING AND LEGENDS. NOTIFY THE CITY AT LEAST TWO DAYS PRIOR FOR APPROVAL OF "CAT TRACKING.' 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN TEMPORARY TRAFFIC CONTROL AT ALL TIMES. 10. STRIPING AND PAVEMENT MARKINGS SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 4. ALL SIGNS SHALL BE INSTALLED PER CITY STANDARD DETAIL 4003, UNLESS OTHERWISE SHOWN ON THE PLANS. 11. BLUE RAISED PAVEMENT MARKERS SHALL BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS PER CITY STANDARD PLANS. - 5. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC UNLESS OTHERWISE NOTED. 12. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE STATE ROUTE 1 210 FRVVY 6. SUBSTITUTE TYPE "C' RAISED PAVEMENT MARKERS FOR TYPE "G" MARKERS ON DETAIL 38 ON ROADWAYS WITH RAISED RECORD DRAWINGS AND ELECTRONIC AUTOCAD FILES TO THE CITY ENGINEER. MEDIANS. HIGHLAND JAVENUE SIGN LEGEND R1-1 W14-1 STOP DEAD END 36'X36' � 36"X36' d. R6-1 OM1 -1 O 0 R26(CA) IONE WAY 00 IL 36'x12' 00000 N 0 1 s'x18' PARKIMY NG 0 OM1 -3 TK 12'X18" R26(CA) 18"X18' @ PROP. S/W PROP. C/G / - W53 1 RS R36(CA) _ R14-1 PAINT NOSEALLTTYPPEHR(M (MOW) RPM 0 18" 0/C al R9(CA) TYPE IV(L) Know what's below. MARK I REVISIONS Call before you dig. DESIGNED BY: KM DRAWN BY: KM CHECKED BY: R4-7 R3 -7R SPEED R2-1(50) RIGHT LANE UMIT Im MUST 5 O TARN RIGHT 24"X30" 24"X30" 30"X30" R39(CA) VV4-41? NO CROSS TRAFFIC PARKING cmium Can 10,000 ups. DOES NOT STOP ANY TIME 36"X18" 30"X24" p PROP. RAISED MEDIAN PROP. S/W NAA IM- mfi- -we_ M m R36 CA COMMERCIAL VEHICLES OVER 5 TONS PROHIBITED 24"X24' R14-1 TRUCK ROUTE Ca b 24'X24' LO = N M �90' OPENING - - E ; R2-1(45) 4)100' CITY OF IAL 15+00- CTTY OF FONTANA C, N - EX. C/G • / NW53 NOT A THROUGH STREET 36"X36" �� W4 -2R 36"X36" ROP. D/1A I)--- W3-3 36'X36" PROP. C/G R6-1 PROP. S/W EX. S/W EX. C/G EX. DWY _j ------- ---- ----------------iT - - iT+bTi V ---� `------------ - ------------------ -- RS OM 1-3 RS R6-1 I - EX. S/W � E i BUS STOP SIGN EX. WALL EX. DETAIL 14A L PROP. RAISED MEDIAN BASE LINE ROAD SEAL -DESIGN ENGINEER PREPARED THE SUPERVISION OF: Q�OFESS/0N l S �OSEPy q� Fye THOMAS J. WHEAT, RCE 69467, EXP. 06/30/2018 C o �y9 m RECOMMENDED FOR APPROVAL BY LOCKWOOD ENGINEERING: U, m No.69467 Exp. 6/30/18 CARLETON W. LOCKWOOD, JR, RCE 45935 APPR. JDATE * s C/ V 1` P* APPROVD BY: T9jF OF CAl\F�)Q�\ ROBERT G. EISENBEISZ, PUBLIC WORKS DIRECTOR CITY ENGINEER, RC E ) R6-1 `EX. RAISED MEDIAN EX. S/W EX. C/G EX. DETAIL 14A -- �---------------- - --------------------- -- o , LO C4 --------- 7+_IIT----ft -------- --- 9707---------------�� -. ---------------- ------ ---- - - - - - - - - - - - - - - - 5 - 04 N EX. C/G EX. DETAIL 14A EX. S/W CITY OF FOWNER/DEVELOPER: SHAW PROPERTIES c/o DEVELOPMENT do CONST. MGMT. APPROV 1300 BRISTOL STREET, SUITE 290 NEWPORT BEACH, CA 92660 PHONE (949) 640-4800 FAX: (949) 759-5619 CITY ENGINEER, R.C.E. 51152 DATE TJW ENGINEERING, INC. CITY 4F RIALTO. 13 iG Traffic Engineering & Transportation DATE Planning Consultants 6 Venture, Suite 265 BASE LINE AND LAUREL WAREHOUSE Irvine, CA 92618 t:(949)878 -3509f.(949)878-3593 SIGNING AND STRIPING PLAN OF 1 SHEETS www.tjwengineering.com BASE LINE ROAD AT LAUREL AVENUE DATE BENCH DARK: CITY OF RIALTO BENCHMARK NO. '061-88" ELEVATION = 1466.765' (NAVD '29) CAL -TRANS BENCHMARK "19-C-88' FOR: SHAW PROPERTIES c/o DEVELOPMENT & CONST. MGMT. DESCRIPTION: FOUND CAL -TRANS BRASS DISC SET IN TOP OF CURB 0 END NORTHWEST RETURN 32 FT. 1300 BRISTOL STREET, SUITE 290 NEWPORT BEACH, CA 92660 PPD N0. 2398 PLAN No. SSBI DATE NORTH OF CENTERLINE CASMALIA STREET 67 FT. WEST OF CENTERLINE AYALA AVE. PHONE: 949 640-4800 FAX: 949 759-5619 VICINITY MAP N.T.S. SCALE: 1 " = 40' 20 0 20 40 60 a 3 .10 O m m h s h a N eL a I� V os 3 0 t F. t� 2 S , ti - L r 11' 10-00 � o - �i+00 O\_1 0+00 lV 22 TX N R1-1 LS R4-7 OM1 -1 I, S N � f PROPOSED 2' 351 S O TRAFFIC SIGNAL Know what's below. MARK I REVISIONS Call before you dig. DESIGNED BY: KM DRAWN BY: KM CHECKED BY: R4-7 R3 -7R SPEED R2-1(50) RIGHT LANE UMIT Im MUST 5 O TARN RIGHT 24"X30" 24"X30" 30"X30" R39(CA) VV4-41? NO CROSS TRAFFIC PARKING cmium Can 10,000 ups. DOES NOT STOP ANY TIME 36"X18" 30"X24" p PROP. RAISED MEDIAN PROP. S/W NAA IM- mfi- -we_ M m R36 CA COMMERCIAL VEHICLES OVER 5 TONS PROHIBITED 24"X24' R14-1 TRUCK ROUTE Ca b 24'X24' LO = N M �90' OPENING - - E ; R2-1(45) 4)100' CITY OF IAL 15+00- CTTY OF FONTANA C, N - EX. C/G • / NW53 NOT A THROUGH STREET 36"X36" �� W4 -2R 36"X36" ROP. D/1A I)--- W3-3 36'X36" PROP. C/G R6-1 PROP. S/W EX. S/W EX. C/G EX. DWY _j ------- ---- ----------------iT - - iT+bTi V ---� `------------ - ------------------ -- RS OM 1-3 RS R6-1 I - EX. S/W � E i BUS STOP SIGN EX. WALL EX. DETAIL 14A L PROP. RAISED MEDIAN BASE LINE ROAD SEAL -DESIGN ENGINEER PREPARED THE SUPERVISION OF: Q�OFESS/0N l S �OSEPy q� Fye THOMAS J. WHEAT, RCE 69467, EXP. 06/30/2018 C o �y9 m RECOMMENDED FOR APPROVAL BY LOCKWOOD ENGINEERING: U, m No.69467 Exp. 6/30/18 CARLETON W. LOCKWOOD, JR, RCE 45935 APPR. JDATE * s C/ V 1` P* APPROVD BY: T9jF OF CAl\F�)Q�\ ROBERT G. EISENBEISZ, PUBLIC WORKS DIRECTOR CITY ENGINEER, RC E ) R6-1 `EX. RAISED MEDIAN EX. S/W EX. C/G EX. DETAIL 14A -- �---------------- - --------------------- -- o , LO C4 --------- 7+_IIT----ft -------- --- 9707---------------�� -. ---------------- ------ ---- - - - - - - - - - - - - - - - 5 - 04 N EX. C/G EX. DETAIL 14A EX. S/W CITY OF FOWNER/DEVELOPER: SHAW PROPERTIES c/o DEVELOPMENT do CONST. MGMT. APPROV 1300 BRISTOL STREET, SUITE 290 NEWPORT BEACH, CA 92660 PHONE (949) 640-4800 FAX: (949) 759-5619 CITY ENGINEER, R.C.E. 51152 DATE TJW ENGINEERING, INC. CITY 4F RIALTO. 13 iG Traffic Engineering & Transportation DATE Planning Consultants 6 Venture, Suite 265 BASE LINE AND LAUREL WAREHOUSE Irvine, CA 92618 t:(949)878 -3509f.(949)878-3593 SIGNING AND STRIPING PLAN OF 1 SHEETS www.tjwengineering.com BASE LINE ROAD AT LAUREL AVENUE DATE BENCH DARK: CITY OF RIALTO BENCHMARK NO. '061-88" ELEVATION = 1466.765' (NAVD '29) CAL -TRANS BENCHMARK "19-C-88' FOR: SHAW PROPERTIES c/o DEVELOPMENT & CONST. MGMT. DESCRIPTION: FOUND CAL -TRANS BRASS DISC SET IN TOP OF CURB 0 END NORTHWEST RETURN 32 FT. 1300 BRISTOL STREET, SUITE 290 NEWPORT BEACH, CA 92660 PPD N0. 2398 PLAN No. SSBI DATE NORTH OF CENTERLINE CASMALIA STREET 67 FT. WEST OF CENTERLINE AYALA AVE. PHONE: 949 640-4800 FAX: 949 759-5619 VICINITY MAP N.T.S. SCALE: 1 " = 40' 20 0 20 40 60 a 3 .10 O m m h s h a N eL a I� V os 3 0 t F. t� 2 S , ti - L