Fair_Oaks_Ave_Striping_Plan.pdf

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FY27 CDBG Street Resurfacing and ADA Improvement Project
Solicitation number
2026-IFB-CIV-0288
Issued by
Los Angeles County, California

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This is a signing and striping plan document prepared by the City of Pasadena, Department of Transportation, for the FY27 CDBG Street Resurfacing and ADA Improvement Project. The plan covers Fair Oaks Avenue from Mountain Street to Washington Boulevard and includes detailed specifications for traffic stripe and pavement marking installations, sign installations and removals, and curb painting. The project requires the installation of new thermoplastic traffic stripes per CALTRANS standard specifications, including 12-inch white limit lines, 12-inch standard crosswalks per Pasadena Standard Plan S-709, continental crosswalks, and 6-inch white lead in-lead out traffic stripes. Sign work includes furnishing and installing new high-intensity prismatic retro-reflective signs on UNISTRUT square galvanized steel posts with breakaway anchors, removing existing conflicting signs, and relocating existing signs as shown. The plan designates specific locations for pavement markers (3M Series 290 with diamond grade microprismatic optics), red curb installations, and removal of existing conflicting traffic stripes and pavement markings using rotary cutter line erasers.

Construction notes specify that all new signing materials must comply with the latest edition of the California MUTCD, all sign posts must be UNISTRUT square galvanized steel with breakaway anchors or city-approved equals, and all pavement marking materials must comply with CALTRANS standard specifications. Prior to thermoplastic application, contractors must mechanically wire-brush or abrasively blast the pavement surface and apply primer per CALTRANS standards. All conflicting signing and striping must be removed using rotary cutter line erasers (similar to GRACO RC Series), with any pavement damage repaired to the satisfaction of the City Engineer or designee. Lane lines at intersection approaches must be 6-inch solid white, 50 feet long. All striping must be cat-tracked and approved by the City Engineer or designee prior to final installation. Salvaged materials must be delivered to the City of Pasadena Street Maintenance Division (contact: Joe Herrera, 626-744-4792), and any empty sign posts remaining after sign removal or relocation must be completely removed with holes patched in-kind.

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CDBG RESURFACING PROJECT

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FURNISH AND INSTALL SIGN AS SHOWN

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REMOVE EXISTING SIGN AS SHOWN

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RELOCATE EXISTING SIGN AS SHOWN

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FURNISH AND INSTALL SIGN AND POST AS SHOWN

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REMOVE EXISTING SIGN AND POST AS SHOWN

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XX=DESIGNATED TRAFFIC STRIPE DETAIL NUMBER

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REMOVE EXISTING TRAFFIC STRIPE/PAVEMENT MARKING AS SHOWN

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REFURBISH EXISTING TRAFFIC STRIPE/PAVEMENT MARKING AS SHOWN

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INSTALL PAVEMENT MARKER PER CALTRANS STD PLANS AS SHOWN

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INSTALL 12" WHITE LIMIT LINE AS SHOWN

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INSTALL 12" WHITE/YELLOW DIAGONAL/CHEVRON TRAFFIC STRIPE AS SHOWN

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INSTALL 12" STANDARD CROSSWALK PER PASADENA STD PLAN S-709 AS SHOWN

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INSTALL TRAFFIC STRIPE DETAIL PER CALTRANS STD PLANS

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%%UCONSTRUCTION NOTES:

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SCALE: 1"=40'

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%%UGENERAL NOTES:

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1. ALL SIGNING MATERIALS DESIGNATED TO BE INSTALLED, SHALL BE NEW. SIGN DESIGNATION SHALL ALL SIGNING MATERIALS DESIGNATED TO BE INSTALLED, SHALL BE NEW. SIGN DESIGNATION SHALL SIGNING MATERIALS DESIGNATED TO BE INSTALLED, SHALL BE NEW. SIGN DESIGNATION SHALL SIGNING MATERIALS DESIGNATED TO BE INSTALLED, SHALL BE NEW. SIGN DESIGNATION SHALL MATERIALS DESIGNATED TO BE INSTALLED, SHALL BE NEW. SIGN DESIGNATION SHALL MATERIALS DESIGNATED TO BE INSTALLED, SHALL BE NEW. SIGN DESIGNATION SHALL DESIGNATED TO BE INSTALLED, SHALL BE NEW. SIGN DESIGNATION SHALL DESIGNATED TO BE INSTALLED, SHALL BE NEW. SIGN DESIGNATION SHALL TO BE INSTALLED, SHALL BE NEW. SIGN DESIGNATION SHALL TO BE INSTALLED, SHALL BE NEW. SIGN DESIGNATION SHALL BE INSTALLED, SHALL BE NEW. SIGN DESIGNATION SHALL BE INSTALLED, SHALL BE NEW. SIGN DESIGNATION SHALL INSTALLED, SHALL BE NEW. SIGN DESIGNATION SHALL INSTALLED, SHALL BE NEW. SIGN DESIGNATION SHALL SHALL BE NEW. SIGN DESIGNATION SHALL SHALL BE NEW. SIGN DESIGNATION SHALL BE NEW. SIGN DESIGNATION SHALL BE NEW. SIGN DESIGNATION SHALL NEW. SIGN DESIGNATION SHALL NEW. SIGN DESIGNATION SHALL SIGN DESIGNATION SHALL SIGN DESIGNATION SHALL DESIGNATION SHALL DESIGNATION SHALL SHALL SHALL BE ACCORDING TO THE LATEST EDITION OF THE CALIFORNIA MUTCD, UNLESS SHOWN OTHERWISE. 2. ALL SIGN POSTS DESIGNATED TO BE INSTALLED SHALL BE "UNISTRUT" SQUARE GALVANIZED STEEL ALL SIGN POSTS DESIGNATED TO BE INSTALLED SHALL BE "UNISTRUT" SQUARE GALVANIZED STEEL SIGN POSTS DESIGNATED TO BE INSTALLED SHALL BE "UNISTRUT" SQUARE GALVANIZED STEEL SIGN POSTS DESIGNATED TO BE INSTALLED SHALL BE "UNISTRUT" SQUARE GALVANIZED STEEL POSTS DESIGNATED TO BE INSTALLED SHALL BE "UNISTRUT" SQUARE GALVANIZED STEEL POSTS DESIGNATED TO BE INSTALLED SHALL BE "UNISTRUT" SQUARE GALVANIZED STEEL DESIGNATED TO BE INSTALLED SHALL BE "UNISTRUT" SQUARE GALVANIZED STEEL DESIGNATED TO BE INSTALLED SHALL BE "UNISTRUT" SQUARE GALVANIZED STEEL TO BE INSTALLED SHALL BE "UNISTRUT" SQUARE GALVANIZED STEEL TO BE INSTALLED SHALL BE "UNISTRUT" SQUARE GALVANIZED STEEL BE INSTALLED SHALL BE "UNISTRUT" SQUARE GALVANIZED STEEL BE INSTALLED SHALL BE "UNISTRUT" SQUARE GALVANIZED STEEL INSTALLED SHALL BE "UNISTRUT" SQUARE GALVANIZED STEEL INSTALLED SHALL BE "UNISTRUT" SQUARE GALVANIZED STEEL SHALL BE "UNISTRUT" SQUARE GALVANIZED STEEL SHALL BE "UNISTRUT" SQUARE GALVANIZED STEEL BE "UNISTRUT" SQUARE GALVANIZED STEEL BE "UNISTRUT" SQUARE GALVANIZED STEEL "UNISTRUT" SQUARE GALVANIZED STEEL "UNISTRUT" SQUARE GALVANIZED STEEL SQUARE GALVANIZED STEEL SQUARE GALVANIZED STEEL GALVANIZED STEEL GALVANIZED STEEL STEEL STEEL POSTS WITH BREAKAWAY ANCHOR POST, OR CITY-APPROVED EQUAL. (SIGN POST DETAIL) 3. ALL NEW SIGNS SHALL BE HIGH INTENSITY PRISMATIC RETRO-REFLECTIVE SHEETING AND SHALL BE ALL NEW SIGNS SHALL BE HIGH INTENSITY PRISMATIC RETRO-REFLECTIVE SHEETING AND SHALL BE NEW SIGNS SHALL BE HIGH INTENSITY PRISMATIC RETRO-REFLECTIVE SHEETING AND SHALL BE NEW SIGNS SHALL BE HIGH INTENSITY PRISMATIC RETRO-REFLECTIVE SHEETING AND SHALL BE SIGNS SHALL BE HIGH INTENSITY PRISMATIC RETRO-REFLECTIVE SHEETING AND SHALL BE SIGNS SHALL BE HIGH INTENSITY PRISMATIC RETRO-REFLECTIVE SHEETING AND SHALL BE SHALL BE HIGH INTENSITY PRISMATIC RETRO-REFLECTIVE SHEETING AND SHALL BE SHALL BE HIGH INTENSITY PRISMATIC RETRO-REFLECTIVE SHEETING AND SHALL BE BE HIGH INTENSITY PRISMATIC RETRO-REFLECTIVE SHEETING AND SHALL BE BE HIGH INTENSITY PRISMATIC RETRO-REFLECTIVE SHEETING AND SHALL BE HIGH INTENSITY PRISMATIC RETRO-REFLECTIVE SHEETING AND SHALL BE HIGH INTENSITY PRISMATIC RETRO-REFLECTIVE SHEETING AND SHALL BE INTENSITY PRISMATIC RETRO-REFLECTIVE SHEETING AND SHALL BE INTENSITY PRISMATIC RETRO-REFLECTIVE SHEETING AND SHALL BE PRISMATIC RETRO-REFLECTIVE SHEETING AND SHALL BE PRISMATIC RETRO-REFLECTIVE SHEETING AND SHALL BE RETRO-REFLECTIVE SHEETING AND SHALL BE RETRO-REFLECTIVE SHEETING AND SHALL BE SHEETING AND SHALL BE SHEETING AND SHALL BE AND SHALL BE AND SHALL BE SHALL BE SHALL BE BE BE CONVENTIONAL ROAD SIZES, UNLESS SHOWN OTHERWISE. 4. ALL NEW REGULATORY PARKING/STOPPING SIGNS WITH ARROWS SHALL BE INSTALLED AT ALL NEW REGULATORY PARKING/STOPPING SIGNS WITH ARROWS SHALL BE INSTALLED AT NEW REGULATORY PARKING/STOPPING SIGNS WITH ARROWS SHALL BE INSTALLED AT NEW REGULATORY PARKING/STOPPING SIGNS WITH ARROWS SHALL BE INSTALLED AT REGULATORY PARKING/STOPPING SIGNS WITH ARROWS SHALL BE INSTALLED AT REGULATORY PARKING/STOPPING SIGNS WITH ARROWS SHALL BE INSTALLED AT PARKING/STOPPING SIGNS WITH ARROWS SHALL BE INSTALLED AT PARKING/STOPPING SIGNS WITH ARROWS SHALL BE INSTALLED AT SIGNS WITH ARROWS SHALL BE INSTALLED AT SIGNS WITH ARROWS SHALL BE INSTALLED AT WITH ARROWS SHALL BE INSTALLED AT WITH ARROWS SHALL BE INSTALLED AT ARROWS SHALL BE INSTALLED AT ARROWS SHALL BE INSTALLED AT SHALL BE INSTALLED AT SHALL BE INSTALLED AT BE INSTALLED AT BE INSTALLED AT INSTALLED AT INSTALLED AT AT AT APPROXIMATELY 45 DEGREES WITH THE LINE OF TRAFFIC FLOW, IN ORDER TO BE VISIBLE TO 45 DEGREES WITH THE LINE OF TRAFFIC FLOW, IN ORDER TO BE VISIBLE TO 45 DEGREES WITH THE LINE OF TRAFFIC FLOW, IN ORDER TO BE VISIBLE TO DEGREES WITH THE LINE OF TRAFFIC FLOW, IN ORDER TO BE VISIBLE TO DEGREES WITH THE LINE OF TRAFFIC FLOW, IN ORDER TO BE VISIBLE TO WITH THE LINE OF TRAFFIC FLOW, IN ORDER TO BE VISIBLE TO WITH THE LINE OF TRAFFIC FLOW, IN ORDER TO BE VISIBLE TO THE LINE OF TRAFFIC FLOW, IN ORDER TO BE VISIBLE TO THE LINE OF TRAFFIC FLOW, IN ORDER TO BE VISIBLE TO LINE OF TRAFFIC FLOW, IN ORDER TO BE VISIBLE TO LINE OF TRAFFIC FLOW, IN ORDER TO BE VISIBLE TO OF TRAFFIC FLOW, IN ORDER TO BE VISIBLE TO OF TRAFFIC FLOW, IN ORDER TO BE VISIBLE TO TRAFFIC FLOW, IN ORDER TO BE VISIBLE TO TRAFFIC FLOW, IN ORDER TO BE VISIBLE TO FLOW, IN ORDER TO BE VISIBLE TO FLOW, IN ORDER TO BE VISIBLE TO IN ORDER TO BE VISIBLE TO IN ORDER TO BE VISIBLE TO ORDER TO BE VISIBLE TO ORDER TO BE VISIBLE TO TO BE VISIBLE TO TO BE VISIBLE TO BE VISIBLE TO BE VISIBLE TO VISIBLE TO VISIBLE TO TO TO APPROACHING TRAFFIC. 5. TRAFFIC STRIPES AND PAVEMENT MARKINGS MATERIALS SHALL COMPLY WITH CALTRANS STANDARD TRAFFIC STRIPES AND PAVEMENT MARKINGS MATERIALS SHALL COMPLY WITH CALTRANS STANDARD STRIPES AND PAVEMENT MARKINGS MATERIALS SHALL COMPLY WITH CALTRANS STANDARD STRIPES AND PAVEMENT MARKINGS MATERIALS SHALL COMPLY WITH CALTRANS STANDARD AND PAVEMENT MARKINGS MATERIALS SHALL COMPLY WITH CALTRANS STANDARD AND PAVEMENT MARKINGS MATERIALS SHALL COMPLY WITH CALTRANS STANDARD PAVEMENT MARKINGS MATERIALS SHALL COMPLY WITH CALTRANS STANDARD PAVEMENT MARKINGS MATERIALS SHALL COMPLY WITH CALTRANS STANDARD MARKINGS MATERIALS SHALL COMPLY WITH CALTRANS STANDARD MARKINGS MATERIALS SHALL COMPLY WITH CALTRANS STANDARD MATERIALS SHALL COMPLY WITH CALTRANS STANDARD MATERIALS SHALL COMPLY WITH CALTRANS STANDARD SHALL COMPLY WITH CALTRANS STANDARD SHALL COMPLY WITH CALTRANS STANDARD COMPLY WITH CALTRANS STANDARD COMPLY WITH CALTRANS STANDARD WITH CALTRANS STANDARD WITH CALTRANS STANDARD CALTRANS STANDARD CALTRANS STANDARD STANDARD STANDARD SPECIFICATIONS, LATEST EDITION. 6. PRIOR TO APPLICATION OF THERMOPLASTIC ON ASPHALTIC OR CONCRETE PAVEMENT, THE PRIOR TO APPLICATION OF THERMOPLASTIC ON ASPHALTIC OR CONCRETE PAVEMENT, THE TO APPLICATION OF THERMOPLASTIC ON ASPHALTIC OR CONCRETE PAVEMENT, THE TO APPLICATION OF THERMOPLASTIC ON ASPHALTIC OR CONCRETE PAVEMENT, THE APPLICATION OF THERMOPLASTIC ON ASPHALTIC OR CONCRETE PAVEMENT, THE APPLICATION OF THERMOPLASTIC ON ASPHALTIC OR CONCRETE PAVEMENT, THE OF THERMOPLASTIC ON ASPHALTIC OR CONCRETE PAVEMENT, THE OF THERMOPLASTIC ON ASPHALTIC OR CONCRETE PAVEMENT, THE THERMOPLASTIC ON ASPHALTIC OR CONCRETE PAVEMENT, THE THERMOPLASTIC ON ASPHALTIC OR CONCRETE PAVEMENT, THE ON ASPHALTIC OR CONCRETE PAVEMENT, THE ON ASPHALTIC OR CONCRETE PAVEMENT, THE ASPHALTIC OR CONCRETE PAVEMENT, THE ASPHALTIC OR CONCRETE PAVEMENT, THE OR CONCRETE PAVEMENT, THE OR CONCRETE PAVEMENT, THE CONCRETE PAVEMENT, THE CONCRETE PAVEMENT, THE PAVEMENT, THE PAVEMENT, THE THE THE CONTRACTOR SHALL MECHANICALLY WIRE-BRUSH OR USE AN ABRASIVE BLAST TO CLEAN AND SHALL MECHANICALLY WIRE-BRUSH OR USE AN ABRASIVE BLAST TO CLEAN AND SHALL MECHANICALLY WIRE-BRUSH OR USE AN ABRASIVE BLAST TO CLEAN AND MECHANICALLY WIRE-BRUSH OR USE AN ABRASIVE BLAST TO CLEAN AND MECHANICALLY WIRE-BRUSH OR USE AN ABRASIVE BLAST TO CLEAN AND WIRE-BRUSH OR USE AN ABRASIVE BLAST TO CLEAN AND WIRE-BRUSH OR USE AN ABRASIVE BLAST TO CLEAN AND OR USE AN ABRASIVE BLAST TO CLEAN AND OR USE AN ABRASIVE BLAST TO CLEAN AND USE AN ABRASIVE BLAST TO CLEAN AND USE AN ABRASIVE BLAST TO CLEAN AND AN ABRASIVE BLAST TO CLEAN AND AN ABRASIVE BLAST TO CLEAN AND ABRASIVE BLAST TO CLEAN AND ABRASIVE BLAST TO CLEAN AND BLAST TO CLEAN AND BLAST TO CLEAN AND TO CLEAN AND TO CLEAN AND CLEAN AND CLEAN AND AND AND REMOVE CONTAMINANTS FROM THE PAVEMENT, AND PRIMER THE PAVEMENT PER CALTRANS CONTAMINANTS FROM THE PAVEMENT, AND PRIMER THE PAVEMENT PER CALTRANS CONTAMINANTS FROM THE PAVEMENT, AND PRIMER THE PAVEMENT PER CALTRANS FROM THE PAVEMENT, AND PRIMER THE PAVEMENT PER CALTRANS FROM THE PAVEMENT, AND PRIMER THE PAVEMENT PER CALTRANS THE PAVEMENT, AND PRIMER THE PAVEMENT PER CALTRANS THE PAVEMENT, AND PRIMER THE PAVEMENT PER CALTRANS PAVEMENT, AND PRIMER THE PAVEMENT PER CALTRANS PAVEMENT, AND PRIMER THE PAVEMENT PER CALTRANS AND PRIMER THE PAVEMENT PER CALTRANS AND PRIMER THE PAVEMENT PER CALTRANS PRIMER THE PAVEMENT PER CALTRANS PRIMER THE PAVEMENT PER CALTRANS THE PAVEMENT PER CALTRANS THE PAVEMENT PER CALTRANS PAVEMENT PER CALTRANS PAVEMENT PER CALTRANS PER CALTRANS PER CALTRANS CALTRANS CALTRANS STANDARD SPECIFICATIONS LATEST EDITION. 7. ALL CONFLICTING SIGNING AND STRIPING SHALL BE REMOVED PER CALTRANS STANDARD ALL CONFLICTING SIGNING AND STRIPING SHALL BE REMOVED PER CALTRANS STANDARD CONFLICTING SIGNING AND STRIPING SHALL BE REMOVED PER CALTRANS STANDARD CONFLICTING SIGNING AND STRIPING SHALL BE REMOVED PER CALTRANS STANDARD SIGNING AND STRIPING SHALL BE REMOVED PER CALTRANS STANDARD SIGNING AND STRIPING SHALL BE REMOVED PER CALTRANS STANDARD AND STRIPING SHALL BE REMOVED PER CALTRANS STANDARD AND STRIPING SHALL BE REMOVED PER CALTRANS STANDARD STRIPING SHALL BE REMOVED PER CALTRANS STANDARD STRIPING SHALL BE REMOVED PER CALTRANS STANDARD SHALL BE REMOVED PER CALTRANS STANDARD SHALL BE REMOVED PER CALTRANS STANDARD BE REMOVED PER CALTRANS STANDARD BE REMOVED PER CALTRANS STANDARD REMOVED PER CALTRANS STANDARD REMOVED PER CALTRANS STANDARD PER CALTRANS STANDARD PER CALTRANS STANDARD CALTRANS STANDARD CALTRANS STANDARD STANDARD STANDARD SPECIFICATIONS (LATEST EDITION). ALL PAINT STRIPE AND MARKINGS SHALL BE REMOVED BY A (LATEST EDITION). ALL PAINT STRIPE AND MARKINGS SHALL BE REMOVED BY A (LATEST EDITION). ALL PAINT STRIPE AND MARKINGS SHALL BE REMOVED BY A EDITION). ALL PAINT STRIPE AND MARKINGS SHALL BE REMOVED BY A EDITION). ALL PAINT STRIPE AND MARKINGS SHALL BE REMOVED BY A ALL PAINT STRIPE AND MARKINGS SHALL BE REMOVED BY A ALL PAINT STRIPE AND MARKINGS SHALL BE REMOVED BY A PAINT STRIPE AND MARKINGS SHALL BE REMOVED BY A PAINT STRIPE AND MARKINGS SHALL BE REMOVED BY A STRIPE AND MARKINGS SHALL BE REMOVED BY A STRIPE AND MARKINGS SHALL BE REMOVED BY A AND MARKINGS SHALL BE REMOVED BY A AND MARKINGS SHALL BE REMOVED BY A MARKINGS SHALL BE REMOVED BY A MARKINGS SHALL BE REMOVED BY A SHALL BE REMOVED BY A SHALL BE REMOVED BY A BE REMOVED BY A BE REMOVED BY A REMOVED BY A REMOVED BY A BY A BY A A A ROTARY CUTTER LINE ERASER (SIMILAR TO GRACO RC SERIES). CONTRACTOR SHALL USE CUTTER LINE ERASER (SIMILAR TO GRACO RC SERIES). CONTRACTOR SHALL USE CUTTER LINE ERASER (SIMILAR TO GRACO RC SERIES). CONTRACTOR SHALL USE LINE ERASER (SIMILAR TO GRACO RC SERIES). CONTRACTOR SHALL USE LINE ERASER (SIMILAR TO GRACO RC SERIES). CONTRACTOR SHALL USE ERASER (SIMILAR TO GRACO RC SERIES). CONTRACTOR SHALL USE ERASER (SIMILAR TO GRACO RC SERIES). CONTRACTOR SHALL USE (SIMILAR TO GRACO RC SERIES). CONTRACTOR SHALL USE (SIMILAR TO GRACO RC SERIES). CONTRACTOR SHALL USE TO GRACO RC SERIES). CONTRACTOR SHALL USE TO GRACO RC SERIES). CONTRACTOR SHALL USE GRACO RC SERIES). CONTRACTOR SHALL USE GRACO RC SERIES). CONTRACTOR SHALL USE RC SERIES). CONTRACTOR SHALL USE RC SERIES). CONTRACTOR SHALL USE SERIES). CONTRACTOR SHALL USE SERIES). CONTRACTOR SHALL USE CONTRACTOR SHALL USE CONTRACTOR SHALL USE SHALL USE SHALL USE USE USE APPROPRIATE CUTTER HEADS FOR THE TYPE OF LINE/MARKINGS THAT IS BEING REMOVED. CUTTER HEADS FOR THE TYPE OF LINE/MARKINGS THAT IS BEING REMOVED. CUTTER HEADS FOR THE TYPE OF LINE/MARKINGS THAT IS BEING REMOVED. HEADS FOR THE TYPE OF LINE/MARKINGS THAT IS BEING REMOVED. HEADS FOR THE TYPE OF LINE/MARKINGS THAT IS BEING REMOVED. FOR THE TYPE OF LINE/MARKINGS THAT IS BEING REMOVED. FOR THE TYPE OF LINE/MARKINGS THAT IS BEING REMOVED. THE TYPE OF LINE/MARKINGS THAT IS BEING REMOVED. THE TYPE OF LINE/MARKINGS THAT IS BEING REMOVED. TYPE OF LINE/MARKINGS THAT IS BEING REMOVED. TYPE OF LINE/MARKINGS THAT IS BEING REMOVED. OF LINE/MARKINGS THAT IS BEING REMOVED. OF LINE/MARKINGS THAT IS BEING REMOVED. LINE/MARKINGS THAT IS BEING REMOVED. LINE/MARKINGS THAT IS BEING REMOVED. THAT IS BEING REMOVED. THAT IS BEING REMOVED. IS BEING REMOVED. IS BEING REMOVED. BEING REMOVED. BEING REMOVED. REMOVED. REMOVED. PAVEMENT DAMAGED DUE TO REMOVAL, SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY DAMAGED DUE TO REMOVAL, SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY DAMAGED DUE TO REMOVAL, SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY DUE TO REMOVAL, SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY DUE TO REMOVAL, SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY TO REMOVAL, SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY TO REMOVAL, SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY REMOVAL, SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY REMOVAL, SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY BE REPAIRED TO THE SATISFACTION OF THE CITY BE REPAIRED TO THE SATISFACTION OF THE CITY REPAIRED TO THE SATISFACTION OF THE CITY REPAIRED TO THE SATISFACTION OF THE CITY TO THE SATISFACTION OF THE CITY TO THE SATISFACTION OF THE CITY THE SATISFACTION OF THE CITY THE SATISFACTION OF THE CITY SATISFACTION OF THE CITY SATISFACTION OF THE CITY OF THE CITY OF THE CITY THE CITY THE CITY CITY CITY ENGINEER OR DESIGNEE. 8. ALL LANE LINES AT INTERSECTION APPROACHES, EXCLUDING TURN LANES, SHALL BE 6" SOLID ALL LANE LINES AT INTERSECTION APPROACHES, EXCLUDING TURN LANES, SHALL BE 6" SOLID LANE LINES AT INTERSECTION APPROACHES, EXCLUDING TURN LANES, SHALL BE 6" SOLID LANE LINES AT INTERSECTION APPROACHES, EXCLUDING TURN LANES, SHALL BE 6" SOLID LINES AT INTERSECTION APPROACHES, EXCLUDING TURN LANES, SHALL BE 6" SOLID LINES AT INTERSECTION APPROACHES, EXCLUDING TURN LANES, SHALL BE 6" SOLID AT INTERSECTION APPROACHES, EXCLUDING TURN LANES, SHALL BE 6" SOLID AT INTERSECTION APPROACHES, EXCLUDING TURN LANES, SHALL BE 6" SOLID INTERSECTION APPROACHES, EXCLUDING TURN LANES, SHALL BE 6" SOLID INTERSECTION APPROACHES, EXCLUDING TURN LANES, SHALL BE 6" SOLID APPROACHES, EXCLUDING TURN LANES, SHALL BE 6" SOLID APPROACHES, EXCLUDING TURN LANES, SHALL BE 6" SOLID EXCLUDING TURN LANES, SHALL BE 6" SOLID EXCLUDING TURN LANES, SHALL BE 6" SOLID TURN LANES, SHALL BE 6" SOLID TURN LANES, SHALL BE 6" SOLID LANES, SHALL BE 6" SOLID LANES, SHALL BE 6" SOLID SHALL BE 6" SOLID SHALL BE 6" SOLID BE 6" SOLID BE 6" SOLID 6" SOLID 6" SOLID SOLID SOLID WHITE, 50' LONG, 9. ALL TRAFFIC STRIPES AND PAVEMENT MARKINGS DESIGNATION SHALL BE PER CALTRANS STANDARD ALL TRAFFIC STRIPES AND PAVEMENT MARKINGS DESIGNATION SHALL BE PER CALTRANS STANDARD TRAFFIC STRIPES AND PAVEMENT MARKINGS DESIGNATION SHALL BE PER CALTRANS STANDARD TRAFFIC STRIPES AND PAVEMENT MARKINGS DESIGNATION SHALL BE PER CALTRANS STANDARD STRIPES AND PAVEMENT MARKINGS DESIGNATION SHALL BE PER CALTRANS STANDARD STRIPES AND PAVEMENT MARKINGS DESIGNATION SHALL BE PER CALTRANS STANDARD AND PAVEMENT MARKINGS DESIGNATION SHALL BE PER CALTRANS STANDARD AND PAVEMENT MARKINGS DESIGNATION SHALL BE PER CALTRANS STANDARD PAVEMENT MARKINGS DESIGNATION SHALL BE PER CALTRANS STANDARD PAVEMENT MARKINGS DESIGNATION SHALL BE PER CALTRANS STANDARD MARKINGS DESIGNATION SHALL BE PER CALTRANS STANDARD MARKINGS DESIGNATION SHALL BE PER CALTRANS STANDARD DESIGNATION SHALL BE PER CALTRANS STANDARD DESIGNATION SHALL BE PER CALTRANS STANDARD SHALL BE PER CALTRANS STANDARD SHALL BE PER CALTRANS STANDARD BE PER CALTRANS STANDARD BE PER CALTRANS STANDARD PER CALTRANS STANDARD PER CALTRANS STANDARD CALTRANS STANDARD CALTRANS STANDARD STANDARD STANDARD PLANS (LATEST EDITION) AND SHALL BE THERMOPLASTIC, UNLESS SHOWN OTHERWISE. 3M RAISED (LATEST EDITION) AND SHALL BE THERMOPLASTIC, UNLESS SHOWN OTHERWISE. 3M RAISED (LATEST EDITION) AND SHALL BE THERMOPLASTIC, UNLESS SHOWN OTHERWISE. 3M RAISED EDITION) AND SHALL BE THERMOPLASTIC, UNLESS SHOWN OTHERWISE. 3M RAISED EDITION) AND SHALL BE THERMOPLASTIC, UNLESS SHOWN OTHERWISE. 3M RAISED AND SHALL BE THERMOPLASTIC, UNLESS SHOWN OTHERWISE. 3M RAISED AND SHALL BE THERMOPLASTIC, UNLESS SHOWN OTHERWISE. 3M RAISED SHALL BE THERMOPLASTIC, UNLESS SHOWN OTHERWISE. 3M RAISED SHALL BE THERMOPLASTIC, UNLESS SHOWN OTHERWISE. 3M RAISED BE THERMOPLASTIC, UNLESS SHOWN OTHERWISE. 3M RAISED BE THERMOPLASTIC, UNLESS SHOWN OTHERWISE. 3M RAISED THERMOPLASTIC, UNLESS SHOWN OTHERWISE. 3M RAISED THERMOPLASTIC, UNLESS SHOWN OTHERWISE. 3M RAISED UNLESS SHOWN OTHERWISE. 3M RAISED UNLESS SHOWN OTHERWISE. 3M RAISED SHOWN OTHERWISE. 3M RAISED SHOWN OTHERWISE. 3M RAISED OTHERWISE. 3M RAISED OTHERWISE. 3M RAISED 3M RAISED 3M RAISED RAISED RAISED PAVEMENT MARKERS SERIES 290 SHALL BE USED FOR RELFECTORS OR EQUAL WITH DIAMOND MARKERS SERIES 290 SHALL BE USED FOR RELFECTORS OR EQUAL WITH DIAMOND MARKERS SERIES 290 SHALL BE USED FOR RELFECTORS OR EQUAL WITH DIAMOND SERIES 290 SHALL BE USED FOR RELFECTORS OR EQUAL WITH DIAMOND SERIES 290 SHALL BE USED FOR RELFECTORS OR EQUAL WITH DIAMOND 290 SHALL BE USED FOR RELFECTORS OR EQUAL WITH DIAMOND 290 SHALL BE USED FOR RELFECTORS OR EQUAL WITH DIAMOND SHALL BE USED FOR RELFECTORS OR EQUAL WITH DIAMOND SHALL BE USED FOR RELFECTORS OR EQUAL WITH DIAMOND BE USED FOR RELFECTORS OR EQUAL WITH DIAMOND BE USED FOR RELFECTORS OR EQUAL WITH DIAMOND USED FOR RELFECTORS OR EQUAL WITH DIAMOND USED FOR RELFECTORS OR EQUAL WITH DIAMOND FOR RELFECTORS OR EQUAL WITH DIAMOND FOR RELFECTORS OR EQUAL WITH DIAMOND RELFECTORS OR EQUAL WITH DIAMOND RELFECTORS OR EQUAL WITH DIAMOND OR EQUAL WITH DIAMOND OR EQUAL WITH DIAMOND EQUAL WITH DIAMOND EQUAL WITH DIAMOND WITH DIAMOND WITH DIAMOND DIAMOND DIAMOND GRADE MICROPRISMATIC OPTICS REFLECTIVITY. 10. LANE WIDTHS SHALL BE MEASURED BETWEEN THE CENTER LINES OF EACH ADJACENT SINGLE OR LANE WIDTHS SHALL BE MEASURED BETWEEN THE CENTER LINES OF EACH ADJACENT SINGLE OR WIDTHS SHALL BE MEASURED BETWEEN THE CENTER LINES OF EACH ADJACENT SINGLE OR WIDTHS SHALL BE MEASURED BETWEEN THE CENTER LINES OF EACH ADJACENT SINGLE OR SHALL BE MEASURED BETWEEN THE CENTER LINES OF EACH ADJACENT SINGLE OR SHALL BE MEASURED BETWEEN THE CENTER LINES OF EACH ADJACENT SINGLE OR BE MEASURED BETWEEN THE CENTER LINES OF EACH ADJACENT SINGLE OR BE MEASURED BETWEEN THE CENTER LINES OF EACH ADJACENT SINGLE OR MEASURED BETWEEN THE CENTER LINES OF EACH ADJACENT SINGLE OR MEASURED BETWEEN THE CENTER LINES OF EACH ADJACENT SINGLE OR BETWEEN THE CENTER LINES OF EACH ADJACENT SINGLE OR BETWEEN THE CENTER LINES OF EACH ADJACENT SINGLE OR THE CENTER LINES OF EACH ADJACENT SINGLE OR THE CENTER LINES OF EACH ADJACENT SINGLE OR CENTER LINES OF EACH ADJACENT SINGLE OR CENTER LINES OF EACH ADJACENT SINGLE OR LINES OF EACH ADJACENT SINGLE OR LINES OF EACH ADJACENT SINGLE OR OF EACH ADJACENT SINGLE OR OF EACH ADJACENT SINGLE OR EACH ADJACENT SINGLE OR EACH ADJACENT SINGLE OR ADJACENT SINGLE OR ADJACENT SINGLE OR SINGLE OR SINGLE OR OR OR DOUBLE STRIPE OR TOP FACE OF CURB AS APPROPRIATE. 11. STRIPING SHALL BE CAT-TRACKED AND APPROVED BY THE CITY ENGINEER OR DESIGNEE PRIOR TO STRIPING SHALL BE CAT-TRACKED AND APPROVED BY THE CITY ENGINEER OR DESIGNEE PRIOR TO SHALL BE CAT-TRACKED AND APPROVED BY THE CITY ENGINEER OR DESIGNEE PRIOR TO SHALL BE CAT-TRACKED AND APPROVED BY THE CITY ENGINEER OR DESIGNEE PRIOR TO BE CAT-TRACKED AND APPROVED BY THE CITY ENGINEER OR DESIGNEE PRIOR TO BE CAT-TRACKED AND APPROVED BY THE CITY ENGINEER OR DESIGNEE PRIOR TO CAT-TRACKED AND APPROVED BY THE CITY ENGINEER OR DESIGNEE PRIOR TO CAT-TRACKED AND APPROVED BY THE CITY ENGINEER OR DESIGNEE PRIOR TO AND APPROVED BY THE CITY ENGINEER OR DESIGNEE PRIOR TO AND APPROVED BY THE CITY ENGINEER OR DESIGNEE PRIOR TO APPROVED BY THE CITY ENGINEER OR DESIGNEE PRIOR TO APPROVED BY THE CITY ENGINEER OR DESIGNEE PRIOR TO BY THE CITY ENGINEER OR DESIGNEE PRIOR TO BY THE CITY ENGINEER OR DESIGNEE PRIOR TO THE CITY ENGINEER OR DESIGNEE PRIOR TO THE CITY ENGINEER OR DESIGNEE PRIOR TO CITY ENGINEER OR DESIGNEE PRIOR TO CITY ENGINEER OR DESIGNEE PRIOR TO ENGINEER OR DESIGNEE PRIOR TO ENGINEER OR DESIGNEE PRIOR TO OR DESIGNEE PRIOR TO OR DESIGNEE PRIOR TO DESIGNEE PRIOR TO DESIGNEE PRIOR TO PRIOR TO PRIOR TO TO TO FINAL INSTALLATION. 12. ALL SALVAGED MATERIALS SHALL BE DELIVERED TO THE CITY OF PASADENA, STREET MAINTENANCE ALL SALVAGED MATERIALS SHALL BE DELIVERED TO THE CITY OF PASADENA, STREET MAINTENANCE SALVAGED MATERIALS SHALL BE DELIVERED TO THE CITY OF PASADENA, STREET MAINTENANCE SALVAGED MATERIALS SHALL BE DELIVERED TO THE CITY OF PASADENA, STREET MAINTENANCE MATERIALS SHALL BE DELIVERED TO THE CITY OF PASADENA, STREET MAINTENANCE MATERIALS SHALL BE DELIVERED TO THE CITY OF PASADENA, STREET MAINTENANCE SHALL BE DELIVERED TO THE CITY OF PASADENA, STREET MAINTENANCE SHALL BE DELIVERED TO THE CITY OF PASADENA, STREET MAINTENANCE BE DELIVERED TO THE CITY OF PASADENA, STREET MAINTENANCE BE DELIVERED TO THE CITY OF PASADENA, STREET MAINTENANCE DELIVERED TO THE CITY OF PASADENA, STREET MAINTENANCE DELIVERED TO THE CITY OF PASADENA, STREET MAINTENANCE TO THE CITY OF PASADENA, STREET MAINTENANCE TO THE CITY OF PASADENA, STREET MAINTENANCE THE CITY OF PASADENA, STREET MAINTENANCE THE CITY OF PASADENA, STREET MAINTENANCE CITY OF PASADENA, STREET MAINTENANCE CITY OF PASADENA, STREET MAINTENANCE OF PASADENA, STREET MAINTENANCE OF PASADENA, STREET MAINTENANCE PASADENA, STREET MAINTENANCE PASADENA, STREET MAINTENANCE STREET MAINTENANCE STREET MAINTENANCE MAINTENANCE MAINTENANCE DIVISION. CONTACT: JOE HERRERA (626) 744-4792. 13. A POST WITH NO SIGNS AFTER A SIGN REMOVAL/RELOCATION, SHALL BE REMOVED COMPLETELY. A POST WITH NO SIGNS AFTER A SIGN REMOVAL/RELOCATION, SHALL BE REMOVED COMPLETELY. POST WITH NO SIGNS AFTER A SIGN REMOVAL/RELOCATION, SHALL BE REMOVED COMPLETELY. POST WITH NO SIGNS AFTER A SIGN REMOVAL/RELOCATION, SHALL BE REMOVED COMPLETELY. WITH NO SIGNS AFTER A SIGN REMOVAL/RELOCATION, SHALL BE REMOVED COMPLETELY. WITH NO SIGNS AFTER A SIGN REMOVAL/RELOCATION, SHALL BE REMOVED COMPLETELY. NO SIGNS AFTER A SIGN REMOVAL/RELOCATION, SHALL BE REMOVED COMPLETELY. NO SIGNS AFTER A SIGN REMOVAL/RELOCATION, SHALL BE REMOVED COMPLETELY. SIGNS AFTER A SIGN REMOVAL/RELOCATION, SHALL BE REMOVED COMPLETELY. SIGNS AFTER A SIGN REMOVAL/RELOCATION, SHALL BE REMOVED COMPLETELY. AFTER A SIGN REMOVAL/RELOCATION, SHALL BE REMOVED COMPLETELY. AFTER A SIGN REMOVAL/RELOCATION, SHALL BE REMOVED COMPLETELY. A SIGN REMOVAL/RELOCATION, SHALL BE REMOVED COMPLETELY. A SIGN REMOVAL/RELOCATION, SHALL BE REMOVED COMPLETELY. SIGN REMOVAL/RELOCATION, SHALL BE REMOVED COMPLETELY. SIGN REMOVAL/RELOCATION, SHALL BE REMOVED COMPLETELY. REMOVAL/RELOCATION, SHALL BE REMOVED COMPLETELY. REMOVAL/RELOCATION, SHALL BE REMOVED COMPLETELY. SHALL BE REMOVED COMPLETELY. SHALL BE REMOVED COMPLETELY. BE REMOVED COMPLETELY. BE REMOVED COMPLETELY. REMOVED COMPLETELY. REMOVED COMPLETELY. COMPLETELY. COMPLETELY. HOLE IN GROUND SHALL BE PATCHED IN-KIND. 14. THIS PLAN ACCURATE FOR SIGNING AND STRIPING WORK ONLY. THIS PLAN ACCURATE FOR SIGNING AND STRIPING WORK ONLY. 15. NEW TRAFFIC PATTERN SIGNS SHALL BE INSTALLED WITH 2 ORANGE FLAGS AND WILL BE REMOVED NEW TRAFFIC PATTERN SIGNS SHALL BE INSTALLED WITH 2 ORANGE FLAGS AND WILL BE REMOVED TRAFFIC PATTERN SIGNS SHALL BE INSTALLED WITH 2 ORANGE FLAGS AND WILL BE REMOVED TRAFFIC PATTERN SIGNS SHALL BE INSTALLED WITH 2 ORANGE FLAGS AND WILL BE REMOVED PATTERN SIGNS SHALL BE INSTALLED WITH 2 ORANGE FLAGS AND WILL BE REMOVED PATTERN SIGNS SHALL BE INSTALLED WITH 2 ORANGE FLAGS AND WILL BE REMOVED SIGNS SHALL BE INSTALLED WITH 2 ORANGE FLAGS AND WILL BE REMOVED SIGNS SHALL BE INSTALLED WITH 2 ORANGE FLAGS AND WILL BE REMOVED SHALL BE INSTALLED WITH 2 ORANGE FLAGS AND WILL BE REMOVED SHALL BE INSTALLED WITH 2 ORANGE FLAGS AND WILL BE REMOVED BE INSTALLED WITH 2 ORANGE FLAGS AND WILL BE REMOVED BE INSTALLED WITH 2 ORANGE FLAGS AND WILL BE REMOVED INSTALLED WITH 2 ORANGE FLAGS AND WILL BE REMOVED INSTALLED WITH 2 ORANGE FLAGS AND WILL BE REMOVED WITH 2 ORANGE FLAGS AND WILL BE REMOVED WITH 2 ORANGE FLAGS AND WILL BE REMOVED 2 ORANGE FLAGS AND WILL BE REMOVED 2 ORANGE FLAGS AND WILL BE REMOVED ORANGE FLAGS AND WILL BE REMOVED ORANGE FLAGS AND WILL BE REMOVED FLAGS AND WILL BE REMOVED FLAGS AND WILL BE REMOVED AND WILL BE REMOVED AND WILL BE REMOVED WILL BE REMOVED WILL BE REMOVED BE REMOVED BE REMOVED REMOVED REMOVED 30 DAYS AFTER IT HAS BEEN INSTALLED.

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PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY

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MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE

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FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR

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STRUCTURES.

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THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE

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SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE

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OR STRUCTURES SHOWN IN THESE PLANS WAS OBTAINED BY A

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THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES

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DRAWING NO.

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SIGNING AND STRIPING PLAN

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SUBMITTED:

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TWO WORKING DAYS BEFORE YOU DIG

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CITY OF PASADENA

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REVISIONS

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DESCRIPTION

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REVISED BY

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(PRINT NAME)

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APPROVED BY

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DATE

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DRAWN BY:

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DESIGNED BY:

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CHECKED BY:

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SHEET OF

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DATE

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JENNY CRISTALES-CEVALLOS, DEPUTY DIRECTOR

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DEPARTMENT OF TRANSPORTATION

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ACCOUNT NO.

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REVIEWED:

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DATE

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NADER ASMAR, T.E., PRINCIPAL ENGINEER

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DEPARTMENT OF TRANSPORTATION

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SS01

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FAIR OAKS AVENUE

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MOUNTAIN ST TO WASHINGTON BLVD

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K. GRIFFIN

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K. GRIFFIN

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N. ASMAR

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%%USTRIPING LEGEND

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= PROPOSED STRIPING AND MARKINGS

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= EXISTING SIGN AND POST

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= EXISTING SIGNALIZED INTERSECTION

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= PROPOSED SIGN AND POST

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= EXISTING STANDARD STREET LIGHT

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= EXISTING STRIPING AND MARKINGS TO REMAIN

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= EXISTING STRIPING AND MARKINGS TO BE REMOVED

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= EXISTING STREET LIGHT

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= EXISTING PAINTED CURB MARKINGS

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= PROPOSED PAINTED CURB MARKINGS

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INSTALL 2'X14' CONTINENTAL XWALK PER PASADENA STD PLAN S-709 AS SHOWN

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INSTALL 6" WHITE LEAD IN-LEAD OUT TRAFFIC STRIPE AS SHOWN

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INSTALL RED CURB AS SHOWN.

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CDBG RESURFACING PROJECT

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FURNISH AND INSTALL SIGN AS SHOWN

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REMOVE EXISTING SIGN AS SHOWN

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RELOCATE EXISTING SIGN AS SHOWN

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FURNISH AND INSTALL SIGN AND POST AS SHOWN

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XX=DESIGNATED TRAFFIC STRIPE DETAIL NUMBER

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REFURBISH EXISTING TRAFFIC STRIPE/PAVEMENT MARKING AS SHOWN

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INSTALL PAVEMENT MARKER PER CALTRANS STD PLANS AS SHOWN

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INSTALL 12" WHITE LIMIT LINE AS SHOWN

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INSTALL 12" WHITE/YELLOW DIAGONAL/CHEVRON TRAFFIC STRIPE AS SHOWN

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INSTALL 2'X14' CONTINENTAL XWALK PER PASADENA STD PLAN S-709 AS SHOWN

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%%UCONSTRUCTION NOTES:

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%%UGENERAL NOTES:

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1. ALL SIGNING MATERIALS DESIGNATED TO BE INSTALLED, SHALL BE NEW. SIGN DESIGNATION SHALL ALL SIGNING MATERIALS DESIGNATED TO BE INSTALLED, SHALL BE NEW. SIGN DESIGNATION SHALL SIGNING MATERIALS DESIGNATED TO BE INSTALLED, SHALL BE NEW. SIGN DESIGNATION SHALL SIGNING MATERIALS DESIGNATED TO BE INSTALLED, SHALL BE NEW. SIGN DESIGNATION SHALL MATERIALS DESIGNATED TO BE INSTALLED, SHALL BE NEW. SIGN DESIGNATION SHALL MATERIALS DESIGNATED TO BE INSTALLED, SHALL BE NEW. SIGN DESIGNATION SHALL DESIGNATED TO BE INSTALLED, SHALL BE NEW. SIGN DESIGNATION SHALL DESIGNATED TO BE INSTALLED, SHALL BE NEW. SIGN DESIGNATION SHALL TO BE INSTALLED, SHALL BE NEW. SIGN DESIGNATION SHALL TO BE INSTALLED, SHALL BE NEW. SIGN DESIGNATION SHALL BE INSTALLED, SHALL BE NEW. SIGN DESIGNATION SHALL BE INSTALLED, SHALL BE NEW. SIGN DESIGNATION SHALL INSTALLED, SHALL BE NEW. SIGN DESIGNATION SHALL INSTALLED, SHALL BE NEW. SIGN DESIGNATION SHALL SHALL BE NEW. SIGN DESIGNATION SHALL SHALL BE NEW. SIGN DESIGNATION SHALL BE NEW. SIGN DESIGNATION SHALL BE NEW. SIGN DESIGNATION SHALL NEW. SIGN DESIGNATION SHALL NEW. SIGN DESIGNATION SHALL SIGN DESIGNATION SHALL SIGN DESIGNATION SHALL DESIGNATION SHALL DESIGNATION SHALL SHALL SHALL BE ACCORDING TO THE LATEST EDITION OF THE CALIFORNIA MUTCD, UNLESS SHOWN OTHERWISE. 2. ALL SIGN POSTS DESIGNATED TO BE INSTALLED SHALL BE "UNISTRUT" SQUARE GALVANIZED STEEL ALL SIGN POSTS DESIGNATED TO BE INSTALLED SHALL BE "UNISTRUT" SQUARE GALVANIZED STEEL SIGN POSTS DESIGNATED TO BE INSTALLED SHALL BE "UNISTRUT" SQUARE GALVANIZED STEEL SIGN POSTS DESIGNATED TO BE INSTALLED SHALL BE "UNISTRUT" SQUARE GALVANIZED STEEL POSTS DESIGNATED TO BE INSTALLED SHALL BE "UNISTRUT" SQUARE GALVANIZED STEEL POSTS DESIGNATED TO BE INSTALLED SHALL BE "UNISTRUT" SQUARE GALVANIZED STEEL DESIGNATED TO BE INSTALLED SHALL BE "UNISTRUT" SQUARE GALVANIZED STEEL DESIGNATED TO BE INSTALLED SHALL BE "UNISTRUT" SQUARE GALVANIZED STEEL TO BE INSTALLED SHALL BE "UNISTRUT" SQUARE GALVANIZED STEEL TO BE INSTALLED SHALL BE "UNISTRUT" SQUARE GALVANIZED STEEL BE INSTALLED SHALL BE "UNISTRUT" SQUARE GALVANIZED STEEL BE INSTALLED SHALL BE "UNISTRUT" SQUARE GALVANIZED STEEL INSTALLED SHALL BE "UNISTRUT" SQUARE GALVANIZED STEEL INSTALLED SHALL BE "UNISTRUT" SQUARE GALVANIZED STEEL SHALL BE "UNISTRUT" SQUARE GALVANIZED STEEL SHALL BE "UNISTRUT" SQUARE GALVANIZED STEEL BE "UNISTRUT" SQUARE GALVANIZED STEEL BE "UNISTRUT" SQUARE GALVANIZED STEEL "UNISTRUT" SQUARE GALVANIZED STEEL "UNISTRUT" SQUARE GALVANIZED STEEL SQUARE GALVANIZED STEEL SQUARE GALVANIZED STEEL GALVANIZED STEEL GALVANIZED STEEL STEEL STEEL POSTS WITH BREAKAWAY ANCHOR POST, OR CITY-APPROVED EQUAL. (SIGN POST DETAIL) 3. ALL NEW SIGNS SHALL BE HIGH INTENSITY PRISMATIC RETRO-REFLECTIVE SHEETING AND SHALL BE ALL NEW SIGNS SHALL BE HIGH INTENSITY PRISMATIC RETRO-REFLECTIVE SHEETING AND SHALL BE NEW SIGNS SHALL BE HIGH INTENSITY PRISMATIC RETRO-REFLECTIVE SHEETING AND SHALL BE NEW SIGNS SHALL BE HIGH INTENSITY PRISMATIC RETRO-REFLECTIVE SHEETING AND SHALL BE SIGNS SHALL BE HIGH INTENSITY PRISMATIC RETRO-REFLECTIVE SHEETING AND SHALL BE SIGNS SHALL BE HIGH INTENSITY PRISMATIC RETRO-REFLECTIVE SHEETING AND SHALL BE SHALL BE HIGH INTENSITY PRISMATIC RETRO-REFLECTIVE SHEETING AND SHALL BE SHALL BE HIGH INTENSITY PRISMATIC RETRO-REFLECTIVE SHEETING AND SHALL BE BE HIGH INTENSITY PRISMATIC RETRO-REFLECTIVE SHEETING AND SHALL BE BE HIGH INTENSITY PRISMATIC RETRO-REFLECTIVE SHEETING AND SHALL BE HIGH INTENSITY PRISMATIC RETRO-REFLECTIVE SHEETING AND SHALL BE HIGH INTENSITY PRISMATIC RETRO-REFLECTIVE SHEETING AND SHALL BE INTENSITY PRISMATIC RETRO-REFLECTIVE SHEETING AND SHALL BE INTENSITY PRISMATIC RETRO-REFLECTIVE SHEETING AND SHALL BE PRISMATIC RETRO-REFLECTIVE SHEETING AND SHALL BE PRISMATIC RETRO-REFLECTIVE SHEETING AND SHALL BE RETRO-REFLECTIVE SHEETING AND SHALL BE RETRO-REFLECTIVE SHEETING AND SHALL BE SHEETING AND SHALL BE SHEETING AND SHALL BE AND SHALL BE AND SHALL BE SHALL BE SHALL BE BE BE CONVENTIONAL ROAD SIZES, UNLESS SHOWN OTHERWISE. 4. ALL NEW REGULATORY PARKING/STOPPING SIGNS WITH ARROWS SHALL BE INSTALLED AT ALL NEW REGULATORY PARKING/STOPPING SIGNS WITH ARROWS SHALL BE INSTALLED AT NEW REGULATORY PARKING/STOPPING SIGNS WITH ARROWS SHALL BE INSTALLED AT NEW REGULATORY PARKING/STOPPING SIGNS WITH ARROWS SHALL BE INSTALLED AT REGULATORY PARKING/STOPPING SIGNS WITH ARROWS SHALL BE INSTALLED AT REGULATORY PARKING/STOPPING SIGNS WITH ARROWS SHALL BE INSTALLED AT PARKING/STOPPING SIGNS WITH ARROWS SHALL BE INSTALLED AT PARKING/STOPPING SIGNS WITH ARROWS SHALL BE INSTALLED AT SIGNS WITH ARROWS SHALL BE INSTALLED AT SIGNS WITH ARROWS SHALL BE INSTALLED AT WITH ARROWS SHALL BE INSTALLED AT WITH ARROWS SHALL BE INSTALLED AT ARROWS SHALL BE INSTALLED AT ARROWS SHALL BE INSTALLED AT SHALL BE INSTALLED AT SHALL BE INSTALLED AT BE INSTALLED AT BE INSTALLED AT INSTALLED AT INSTALLED AT AT AT APPROXIMATELY 45 DEGREES WITH THE LINE OF TRAFFIC FLOW, IN ORDER TO BE VISIBLE TO 45 DEGREES WITH THE LINE OF TRAFFIC FLOW, IN ORDER TO BE VISIBLE TO 45 DEGREES WITH THE LINE OF TRAFFIC FLOW, IN ORDER TO BE VISIBLE TO DEGREES WITH THE LINE OF TRAFFIC FLOW, IN ORDER TO BE VISIBLE TO DEGREES WITH THE LINE OF TRAFFIC FLOW, IN ORDER TO BE VISIBLE TO WITH THE LINE OF TRAFFIC FLOW, IN ORDER TO BE VISIBLE TO WITH THE LINE OF TRAFFIC FLOW, IN ORDER TO BE VISIBLE TO THE LINE OF TRAFFIC FLOW, IN ORDER TO BE VISIBLE TO THE LINE OF TRAFFIC FLOW, IN ORDER TO BE VISIBLE TO LINE OF TRAFFIC FLOW, IN ORDER TO BE VISIBLE TO LINE OF TRAFFIC FLOW, IN ORDER TO BE VISIBLE TO OF TRAFFIC FLOW, IN ORDER TO BE VISIBLE TO OF TRAFFIC FLOW, IN ORDER TO BE VISIBLE TO TRAFFIC FLOW, IN ORDER TO BE VISIBLE TO TRAFFIC FLOW, IN ORDER TO BE VISIBLE TO FLOW, IN ORDER TO BE VISIBLE TO FLOW, IN ORDER TO BE VISIBLE TO IN ORDER TO BE VISIBLE TO IN ORDER TO BE VISIBLE TO ORDER TO BE VISIBLE TO ORDER TO BE VISIBLE TO TO BE VISIBLE TO TO BE VISIBLE TO BE VISIBLE TO BE VISIBLE TO VISIBLE TO VISIBLE TO TO TO APPROACHING TRAFFIC. 5. TRAFFIC STRIPES AND PAVEMENT MARKINGS MATERIALS SHALL COMPLY WITH CALTRANS STANDARD TRAFFIC STRIPES AND PAVEMENT MARKINGS MATERIALS SHALL COMPLY WITH CALTRANS STANDARD STRIPES AND PAVEMENT MARKINGS MATERIALS SHALL COMPLY WITH CALTRANS STANDARD STRIPES AND PAVEMENT MARKINGS MATERIALS SHALL COMPLY WITH CALTRANS STANDARD AND PAVEMENT MARKINGS MATERIALS SHALL COMPLY WITH CALTRANS STANDARD AND PAVEMENT MARKINGS MATERIALS SHALL COMPLY WITH CALTRANS STANDARD PAVEMENT MARKINGS MATERIALS SHALL COMPLY WITH CALTRANS STANDARD PAVEMENT MARKINGS MATERIALS SHALL COMPLY WITH CALTRANS STANDARD MARKINGS MATERIALS SHALL COMPLY WITH CALTRANS STANDARD MARKINGS MATERIALS SHALL COMPLY WITH CALTRANS STANDARD MATERIALS SHALL COMPLY WITH CALTRANS STANDARD MATERIALS SHALL COMPLY WITH CALTRANS STANDARD SHALL COMPLY WITH CALTRANS STANDARD SHALL COMPLY WITH CALTRANS STANDARD COMPLY WITH CALTRANS STANDARD COMPLY WITH CALTRANS STANDARD WITH CALTRANS STANDARD WITH CALTRANS STANDARD CALTRANS STANDARD CALTRANS STANDARD STANDARD STANDARD SPECIFICATIONS, LATEST EDITION. 6. PRIOR TO APPLICATION OF THERMOPLASTIC ON ASPHALTIC OR CONCRETE PAVEMENT, THE PRIOR TO APPLICATION OF THERMOPLASTIC ON ASPHALTIC OR CONCRETE PAVEMENT, THE TO APPLICATION OF THERMOPLASTIC ON ASPHALTIC OR CONCRETE PAVEMENT, THE TO APPLICATION OF THERMOPLASTIC ON ASPHALTIC OR CONCRETE PAVEMENT, THE APPLICATION OF THERMOPLASTIC ON ASPHALTIC OR CONCRETE PAVEMENT, THE APPLICATION OF THERMOPLASTIC ON ASPHALTIC OR CONCRETE PAVEMENT, THE OF THERMOPLASTIC ON ASPHALTIC OR CONCRETE PAVEMENT, THE OF THERMOPLASTIC ON ASPHALTIC OR CONCRETE PAVEMENT, THE THERMOPLASTIC ON ASPHALTIC OR CONCRETE PAVEMENT, THE THERMOPLASTIC ON ASPHALTIC OR CONCRETE PAVEMENT, THE ON ASPHALTIC OR CONCRETE PAVEMENT, THE ON ASPHALTIC OR CONCRETE PAVEMENT, THE ASPHALTIC OR CONCRETE PAVEMENT, THE ASPHALTIC OR CONCRETE PAVEMENT, THE OR CONCRETE PAVEMENT, THE OR CONCRETE PAVEMENT, THE CONCRETE PAVEMENT, THE CONCRETE PAVEMENT, THE PAVEMENT, THE PAVEMENT, THE THE THE CONTRACTOR SHALL MECHANICALLY WIRE-BRUSH OR USE AN ABRASIVE BLAST TO CLEAN AND SHALL MECHANICALLY WIRE-BRUSH OR USE AN ABRASIVE BLAST TO CLEAN AND SHALL MECHANICALLY WIRE-BRUSH OR USE AN ABRASIVE BLAST TO CLEAN AND MECHANICALLY WIRE-BRUSH OR USE AN ABRASIVE BLAST TO CLEAN AND MECHANICALLY WIRE-BRUSH OR USE AN ABRASIVE BLAST TO CLEAN AND WIRE-BRUSH OR USE AN ABRASIVE BLAST TO CLEAN AND WIRE-BRUSH OR USE AN ABRASIVE BLAST TO CLEAN AND OR USE AN ABRASIVE BLAST TO CLEAN AND OR USE AN ABRASIVE BLAST TO CLEAN AND USE AN ABRASIVE BLAST TO CLEAN AND USE AN ABRASIVE BLAST TO CLEAN AND AN ABRASIVE BLAST TO CLEAN AND AN ABRASIVE BLAST TO CLEAN AND ABRASIVE BLAST TO CLEAN AND ABRASIVE BLAST TO CLEAN AND BLAST TO CLEAN AND BLAST TO CLEAN AND TO CLEAN AND TO CLEAN AND CLEAN AND CLEAN AND AND AND REMOVE CONTAMINANTS FROM THE PAVEMENT, AND PRIMER THE PAVEMENT PER CALTRANS CONTAMINANTS FROM THE PAVEMENT, AND PRIMER THE PAVEMENT PER CALTRANS CONTAMINANTS FROM THE PAVEMENT, AND PRIMER THE PAVEMENT PER CALTRANS FROM THE PAVEMENT, AND PRIMER THE PAVEMENT PER CALTRANS FROM THE PAVEMENT, AND PRIMER THE PAVEMENT PER CALTRANS THE PAVEMENT, AND PRIMER THE PAVEMENT PER CALTRANS THE PAVEMENT, AND PRIMER THE PAVEMENT PER CALTRANS PAVEMENT, AND PRIMER THE PAVEMENT PER CALTRANS PAVEMENT, AND PRIMER THE PAVEMENT PER CALTRANS AND PRIMER THE PAVEMENT PER CALTRANS AND PRIMER THE PAVEMENT PER CALTRANS PRIMER THE PAVEMENT PER CALTRANS PRIMER THE PAVEMENT PER CALTRANS THE PAVEMENT PER CALTRANS THE PAVEMENT PER CALTRANS PAVEMENT PER CALTRANS PAVEMENT PER CALTRANS PER CALTRANS PER CALTRANS CALTRANS CALTRANS STANDARD SPECIFICATIONS LATEST EDITION. 7. ALL CONFLICTING SIGNING AND STRIPING SHALL BE REMOVED PER CALTRANS STANDARD ALL CONFLICTING SIGNING AND STRIPING SHALL BE REMOVED PER CALTRANS STANDARD CONFLICTING SIGNING AND STRIPING SHALL BE REMOVED PER CALTRANS STANDARD CONFLICTING SIGNING AND STRIPING SHALL BE REMOVED PER CALTRANS STANDARD SIGNING AND STRIPING SHALL BE REMOVED PER CALTRANS STANDARD SIGNING AND STRIPING SHALL BE REMOVED PER CALTRANS STANDARD AND STRIPING SHALL BE REMOVED PER CALTRANS STANDARD AND STRIPING SHALL BE REMOVED PER CALTRANS STANDARD STRIPING SHALL BE REMOVED PER CALTRANS STANDARD STRIPING SHALL BE REMOVED PER CALTRANS STANDARD SHALL BE REMOVED PER CALTRANS STANDARD SHALL BE REMOVED PER CALTRANS STANDARD BE REMOVED PER CALTRANS STANDARD BE REMOVED PER CALTRANS STANDARD REMOVED PER CALTRANS STANDARD REMOVED PER CALTRANS STANDARD PER CALTRANS STANDARD PER CALTRANS STANDARD CALTRANS STANDARD CALTRANS STANDARD STANDARD STANDARD SPECIFICATIONS (LATEST EDITION). ALL PAINT STRIPE AND MARKINGS SHALL BE REMOVED BY A (LATEST EDITION). ALL PAINT STRIPE AND MARKINGS SHALL BE REMOVED BY A (LATEST EDITION). ALL PAINT STRIPE AND MARKINGS SHALL BE REMOVED BY A EDITION). ALL PAINT STRIPE AND MARKINGS SHALL BE REMOVED BY A EDITION). ALL PAINT STRIPE AND MARKINGS SHALL BE REMOVED BY A ALL PAINT STRIPE AND MARKINGS SHALL BE REMOVED BY A ALL PAINT STRIPE AND MARKINGS SHALL BE REMOVED BY A PAINT STRIPE AND MARKINGS SHALL BE REMOVED BY A PAINT STRIPE AND MARKINGS SHALL BE REMOVED BY A STRIPE AND MARKINGS SHALL BE REMOVED BY A STRIPE AND MARKINGS SHALL BE REMOVED BY A AND MARKINGS SHALL BE REMOVED BY A AND MARKINGS SHALL BE REMOVED BY A MARKINGS SHALL BE REMOVED BY A MARKINGS SHALL BE REMOVED BY A SHALL BE REMOVED BY A SHALL BE REMOVED BY A BE REMOVED BY A BE REMOVED BY A REMOVED BY A REMOVED BY A BY A BY A A A ROTARY CUTTER LINE ERASER (SIMILAR TO GRACO RC SERIES). CONTRACTOR SHALL USE CUTTER LINE ERASER (SIMILAR TO GRACO RC SERIES). CONTRACTOR SHALL USE CUTTER LINE ERASER (SIMILAR TO GRACO RC SERIES). CONTRACTOR SHALL USE LINE ERASER (SIMILAR TO GRACO RC SERIES). CONTRACTOR SHALL USE LINE ERASER (SIMILAR TO GRACO RC SERIES). CONTRACTOR SHALL USE ERASER (SIMILAR TO GRACO RC SERIES). CONTRACTOR SHALL USE ERASER (SIMILAR TO GRACO RC SERIES). CONTRACTOR SHALL USE (SIMILAR TO GRACO RC SERIES). CONTRACTOR SHALL USE (SIMILAR TO GRACO RC SERIES). CONTRACTOR SHALL USE TO GRACO RC SERIES). CONTRACTOR SHALL USE TO GRACO RC SERIES). CONTRACTOR SHALL USE GRACO RC SERIES). CONTRACTOR SHALL USE GRACO RC SERIES). CONTRACTOR SHALL USE RC SERIES). CONTRACTOR SHALL USE RC SERIES). CONTRACTOR SHALL USE SERIES). CONTRACTOR SHALL USE SERIES). CONTRACTOR SHALL USE CONTRACTOR SHALL USE CONTRACTOR SHALL USE SHALL USE SHALL USE USE USE APPROPRIATE CUTTER HEADS FOR THE TYPE OF LINE/MARKINGS THAT IS BEING REMOVED. CUTTER HEADS FOR THE TYPE OF LINE/MARKINGS THAT IS BEING REMOVED. CUTTER HEADS FOR THE TYPE OF LINE/MARKINGS THAT IS BEING REMOVED. HEADS FOR THE TYPE OF LINE/MARKINGS THAT IS BEING REMOVED. HEADS FOR THE TYPE OF LINE/MARKINGS THAT IS BEING REMOVED. FOR THE TYPE OF LINE/MARKINGS THAT IS BEING REMOVED. FOR THE TYPE OF LINE/MARKINGS THAT IS BEING REMOVED. THE TYPE OF LINE/MARKINGS THAT IS BEING REMOVED. THE TYPE OF LINE/MARKINGS THAT IS BEING REMOVED. TYPE OF LINE/MARKINGS THAT IS BEING REMOVED. TYPE OF LINE/MARKINGS THAT IS BEING REMOVED. OF LINE/MARKINGS THAT IS BEING REMOVED. OF LINE/MARKINGS THAT IS BEING REMOVED. LINE/MARKINGS THAT IS BEING REMOVED. LINE/MARKINGS THAT IS BEING REMOVED. THAT IS BEING REMOVED. THAT IS BEING REMOVED. IS BEING REMOVED. IS BEING REMOVED. BEING REMOVED. BEING REMOVED. REMOVED. REMOVED. PAVEMENT DAMAGED DUE TO REMOVAL, SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY DAMAGED DUE TO REMOVAL, SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY DAMAGED DUE TO REMOVAL, SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY DUE TO REMOVAL, SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY DUE TO REMOVAL, SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY TO REMOVAL, SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY TO REMOVAL, SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY REMOVAL, SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY REMOVAL, SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY SHALL BE REPAIRED TO THE SATISFACTION OF THE CITY BE REPAIRED TO THE SATISFACTION OF THE CITY BE REPAIRED TO THE SATISFACTION OF THE CITY REPAIRED TO THE SATISFACTION OF THE CITY REPAIRED TO THE SATISFACTION OF THE CITY TO THE SATISFACTION OF THE CITY TO THE SATISFACTION OF THE CITY THE SATISFACTION OF THE CITY THE SATISFACTION OF THE CITY SATISFACTION OF THE CITY SATISFACTION OF THE CITY OF THE CITY OF THE CITY THE CITY THE CITY CITY CITY ENGINEER OR DESIGNEE. 8. ALL LANE LINES AT INTERSECTION APPROACHES, EXCLUDING TURN LANES, SHALL BE 6" SOLID ALL LANE LINES AT INTERSECTION APPROACHES, EXCLUDING TURN LANES, SHALL BE 6" SOLID LANE LINES AT INTERSECTION APPROACHES, EXCLUDING TURN LANES, SHALL BE 6" SOLID LANE LINES AT INTERSECTION APPROACHES, EXCLUDING TURN LANES, SHALL BE 6" SOLID LINES AT INTERSECTION APPROACHES, EXCLUDING TURN LANES, SHALL BE 6" SOLID LINES AT INTERSECTION APPROACHES, EXCLUDING TURN LANES, SHALL BE 6" SOLID AT INTERSECTION APPROACHES, EXCLUDING TURN LANES, SHALL BE 6" SOLID AT INTERSECTION APPROACHES, EXCLUDING TURN LANES, SHALL BE 6" SOLID INTERSECTION APPROACHES, EXCLUDING TURN LANES, SHALL BE 6" SOLID INTERSECTION APPROACHES, EXCLUDING TURN LANES, SHALL BE 6" SOLID APPROACHES, EXCLUDING TURN LANES, SHALL BE 6" SOLID APPROACHES, EXCLUDING TURN LANES, SHALL BE 6" SOLID EXCLUDING TURN LANES, SHALL BE 6" SOLID EXCLUDING TURN LANES, SHALL BE 6" SOLID TURN LANES, SHALL BE 6" SOLID TURN LANES, SHALL BE 6" SOLID LANES, SHALL BE 6" SOLID LANES, SHALL BE 6" SOLID SHALL BE 6" SOLID SHALL BE 6" SOLID BE 6" SOLID BE 6" SOLID 6" SOLID 6" SOLID SOLID SOLID WHITE, 50' LONG, 9.

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