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HomeMy WebLinkAboutE.19 - Attachment 2 - Improvement PlansAR R O W H W Y NE W B U R G H S T PA Y S O N S T GL A D S T O N E S T RU S S E L L S T RO L A N D S T FI R S T S T AZUSA AVE SHEET TITLESHEET NO. CITY OF AZUSA GENERAL NOTES: 1.CONTRACTOR AGREES THAT THEY SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF THE CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY IT, AND HOLD THE OWNER, AND THE CITY OF AZUSA HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS PROJECT. 2. ALL WORK IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE STANDARD PLANS & SPECIFICATIONS OF THE CITY OF AZUSA LATEST EDITION, CALTRANS STANDARD PLANS & SPECIFICATIONS LATEST EDITION, LOS ANGELES COUNTY PUBLIC WORKS STANDARD PLANS & SPECIFICATIONS LATEST EDITION, AND THE STANDARD PLANS & SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) LATEST ADDITION. A COPY SHALL BE ON THE JOB SITE AT ALL TIMES. ALL WORK SHALL BE SUBJECT TO CITY INSPECTOR'S ACCEPTANCE AS A CONDITION OF COMPLETION OF WORK BY THE CONTRACTOR. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING TO ITS ORIGINAL OR BETTER CONDITION, ANY DAMAGES DONE TO EXISTING FENCES, CURBS, STREETS, DRIVEWAYS, LANDSCAPING AND STRUCTURES, AND EXISTING UTILITIES (NOT ADJUSTED ON PLANS). COST OF RESTORATIONS, IF ANY, SHALL BE THE CONTRACTOR'S ENTIRE EXPENSE. 4. WORKING HOURS SHALL BE FROM 9:00 P.M. TO 5:00 A.M. MONDAY THROUGH FRIDAY 5. NO WORK IS ALLOWED ON CITY OBSERVED HOLIDAYS OR WEEKENDS WITHOUT PRIOR CITY AUTHORIZATION. 6. FOR ALL WORK IN THE PUBLIC RIGHT-OF-WAY, THE CONTRACTOR SHALL PROCURE ALL PERMITS AND LICENSES, PAY ALL CHARGES, FEES AND TAXES, AND GIVE ALL NOTICES NECESSARY AND INCIDENTAL TO THE DUE AND LAWFUL PROSECUTION OF THE WORK. 7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE UTILITY SERVICE LINES AS REQUIRED FOR CONSTRUCTION. 8. DUE TO FEDERAL REGULATIONS TITLE 49, PART 192 (8), GAS COMPANIES MUST MAINTAIN ACCESS TO GAS VALVES AT ALL TIMES. THE CONTRACTOR MUST PROTECT AND WORK AROUND ANY GAS VALVES THAT ARE IN THE PROJECT AREA. 9. THE CONTRACTOR SHALL HAVE COPIES OF THE PLANS ON THE PROJECT, AND BE FAMILIAR WITH ALL APPLICABLE STANDARDS. 10. ANY REVISIONS OR CHANGES TO THE APPROVED CONSTRUCTION PLANS WILL REQUIRE APPROVAL BY IN WRITING BY THE CITY ENGINEER. 11. CONTRACTOR SHALL BE RESPONSIBLE TO DOCUMENT ALL APPROVED CHANGES AND SUBMIT A SET OF "REDLINE" AS BUILT PLANS AT THE COMPLETION OF THE PROJECT. 12. DURING THE COURSE OF THE WORK, PEDESTRIANS, AND VEHICULAR ACCESS MUST BE MAINTAINED AT ALL TIMES. 13. ALL WORK SHALL BE SUBJECT TO THE CITY OF AZUSA INSPECTOR'S AND ACCEPTANCE AS A CONDITION OF COMPLETION OF WORK BY THE CONTRACTOR. 14. ALL EXISTING STRUCTURES AND SUBSTRUCTURES SHOWING ON THESE PLANS ARE FROM AVAILABLE RECORDS IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF SAID STRUCTURES AND SUBSTRUCTURES AND PROTECT THEM IN PLACE WHETHER OR NOT SHOWING ON THESE PLANS. 15. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL SHOW REPORT ALL DISCREPANCIES TO THE CITY ENGINEER PRIOR TO COMMENCING OF WORK. 16. ALL DAMAGED, DESTROYED, OR DISTURBED CENTERLINE TIES OR SURVEY MONUMENTS ARE TO BE RESET IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS. 17. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (USA) AT 1-800-227-2600, ALL PUBLIC UTILITY COMPANIES, AND OWNERS OF ALL PRIVATE FACILITIES WITHIN THE AREA OF CONSTRUCTION AT LEAST SEVEN (7) WORKING DAYS IN ADVANCE OF PERFORMING ANY WORK WITHIN SAID AREA. 18. THE CONTRACTOR SHALL MAINTAIN ALL TRAFFIC CONTROL DEVICES 24 HOURS 7 DAYS A WEEK. 24/7 HOUR CONTACT IS ___________________ WHO CAN BE REACHED AT_______________________. 19. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR TWO (2) WORKINGS DAYS PRIOR TO COMMENCING WORK. THE NOTIFICATION TO BE CONFIRMED BY THE PUBLIC WORKS INSPECTOR. 20. CONTRACTOR SHALL INSTALL CHANGEABLE MESSAGE SIGN(S) (C.M.S.) TWO WEEKS PRIOR TO COMMENCING WORK ANNOUNCING CONSTRUCTION START AND END DATES. THE C.M.S. SIGN SHALL REMAIN UNTIL ALL WORK IS COMPLETED. THE NUMBER OF C.M.S. SHALL BE PER THE TECHNICAL SPECIFICATIONS. 21. CONTRACTOR SHALL BE RESPONSIBLE FOR WATER TESTING OF ROADWAY LIMITS. 22. THE CONTRACTOR SHALL REQUEST AN APPOINTMENT FOR INSPECTION SERVICES TWO (2) WORKINGS DAYS PRIOR TO THE PROPOSED INSPECTION DATE WITH THE PUBLIC WORKS INSPECTOR. THE APPOINTMENT TO BE CONFIRMED BY PUBLIC WORKS INSPECTOR. AZUSA AVE. PAVEMENT REHABILITATION PROJECT - PHASE II ROADWAY PAVING & STRIPING AGENCY CONTACTS: CITY OF AZUSA WATER DIVISION: KEN GODBEY - DISTRUBUTION SUPERVISOR & INSPECTOR...........................................(626) 812-5086 CITY OF AZUSA WATER DIVISION: MELISSA BARBOSA - ASSISTANT GENERAL MANAGER WATER OPERATIONS............. (626) 812-5173 CITY OF AZUSA ELECTRIC DIVISION: ..............................................................................................................................................(626) 812-5172 CITY OF AZUSA ENGINEERING DIVISION: ......................................................................................................................................(626) 812-5264 CITY OF AZUSA ENGINEERING DIVISION: PUBLIC WORKS INSPECTOR.....................................................................................(626) 523-7505 CITY OF AZUSA PARKS OPERATIONS: SUPERINTENDENT..............................……………….......................................................(626) 812-5259 AZUSA POLICE DEPARTMENT DISPATCH …………………………………………………………………….........................................(626) 812-3200 FIRE DEPARTMENT STATION NO.32 …………………………………………………………..……………….........................................(626) 334-0011 FIRE DEPARTMENT STATION NO.97 …………………………………………………………..……………….........................................(626) 334-5602 THE GAS COMPANY:...........................................................................................................................................................................(323) 881-3601 SOUTHERN CALIFORNIA EDISON: ...................................................................................................................................................(616) 303-8447 FOOTHILL TRANSIT: ...........................................................................................................................................................................(626) 931-7225 ATHENS SERVICES ………………………….………………………………………………....…………....................................................(888) 336-6100 CHARTER COMMUNICATIONS:............................................................................................................................(951) 348-5100 EXTENSION:4183 U.S. POSTAL SERVICE …………………………………………………………..………………................................................................(800) 275-8777 AZUSA UNIFIED SCHOOL DISTRICT ……………………………………………………………..………………......................................(626) 858-4259 AZUSA DIAL-A-RIDE ……………………….…………………………………………………………..………………...................................(626) 812-5206 FOOTHILL TRANSIT AGENCY (FTA) NOTES: WHEN A FOOTHILL TRANSIT AGENCY (FTA) BUS STOP IS IMPACTED NOTIFICATION IS REQUIRED AT (800) 743-3463, AND HENRY LOPEZ AT (626) 931-7225, HLOPEZ@FOOTHILLTRANSIT.ORG TWO WEEKS PRIOR TO CONSTRUCTION. NOTIFICATION SHALL BE CONFIRMED BY FTA DISPATCH, HENRY LOPEZ. CITY OF AZUSA TRAFFIC CONTROL PLAN NOTES: 1. ALL WORK AND MATERIAL SHALL COMPLY WITH THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.), CALIFORNIA TEMPORARY TRAFFIC CONTROL HANDBOOK (C.A.T.T.C.H.), OR WORK AREA TRAFFIC CONTROL HANDBOOK (W.A.T.C.H.) LATEST EDITION. 2. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. 3. THE CONTRACTOR SHALL HAVE ALL BARRICADES, DELINEATORS, SIGNS, ETC. PRIOR TO COMMENCING CONSTRUCTION. 4. THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL BARRICADES, DELINEATORS, SIGNS, ETC. TO ENSURE PROPER FLOW, AND SAFETY OF TRAFFIC DURING CONSTRUCTION. 5. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE TO ABUTTING AND ADJACENT PROPERTY OWNERS. 6. CONTRACTOR DURING NON-WORKING HOURS SHALL REMOVE FROM VIEW AND TURN OFF ALL, BARRICADES, CHANGEABLE MESSAGE BOARD SIGNS, DELINEATORS, SIGNS, ETC. FROM TRAVEL LANES WHEN NOT IN USE. 7. WORKING HOURS SHALL BE FROM 9:00 PM TO 5:00 A.M. MONDAY THROUGH FRIDAY. 8. NO WORK IS ALLOWED ON CITY OBSERVED HOLIDAYS. 9. ANY REVISION TO TRAFFIC CONTROL PLANS SHALL BE APPROVED IN WRITING BY THE CITY ENGINEER. 10. AFFECTED RESIDENTS AND BUSINESSES SHALL BE NOTIFIED 7 DAYS IN ADVANCE PRIOR TO COMMENCING WORK. 11. TEMPORARY R26 (CA) "NO PARKING" SIGNS SHALL BE POSTED 72 HOURS PRIOR TO COMMENCING WORK. 12. ALL CHANGES, AND/OR REVISIONS SHALL BE WRITING AND COPIES SHALL BE FORWARDED TO THE CITY ENGINEER. 13. THE CITY, THROUGH ITS DESIGNATED EMPLOYEES, RESERVES THE RIGHT TO INITIATE FIELD CHANGES TO ASSURE PUBLIC SAFETY, AND SHALL SUPERSEDE THIS PLAN. ALL CHANGES SHALL BE IMPLEMENTED AT THE AT THE SOLE EXPENSE OF THE CONTRACTOR. 14. TRENCHES MUST BE BACK FILLED OR PLATED AND SECURED DURING NON-WORKING HOURS AS DIRECTED BY THE PUBLIC WORKS INSPECTOR. 15. PEDESTRIAN CONTROLS SHALL BE PROVIDED AS SHOWN ON PLANS. 16. ACCESS TO DRIVEWAYS SHALL BE MAINTAINED AT ALL TIMES UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 17. THE CONTRACTOR SHALL MAKE IMMEDIATE TEMPORARY REPAIRS TO ANY STREET LIGHT / TRAFFIC SIGNAL CONDUIT DAMAGE DURING CONSTRUCTION. PERMANENT REPAIRS MUST BE WITHIN FIVE (5) WORKING DAYS. 18. ALL STRIPING REMOVED OR DAMAGED, SHALL BE REPLACED BY THE CONTRACTOR WITH LIKE MATERIAL. WITHIN 10 CALENDAR DAYS (OR REPLACED WITH TEMPORARY TABS, THOUGH THE CONTRACTOR IS STILL RESPONSIBLE FOR THE FULL REPLACEMENT AS MENTIONED ABOVE.) 19. ALL FLAGGERS SHALL BE EQUIPPED WITH A HARD HATE, TWO-WAY RADIOS, AND C28 "STOP / SLOW" PADDLE. IN ADDITION, ALL FLAGGERS SHALL BE TRAINED IN THE PROPER FUNDAMENTALS OF FLAGGING TRAFFIC. 20. ANY WORK THAT DISTURBS NORMAL TRAFFIC SIGNAL OPERATIONS SHALL BE COORDINATED WITH THE CITY OF AZUSA ENGINEERING DIVISION, 72 HOURS PRIOR TO BEGINNING CONSTRUCTION. 21. THE CONTRACTOR SHALL MAINTAIN ALL TRAFFIC CONTROL DEVICES 24 HOURS A DAY AND 7 DAYS PER WEEK. 22. A MINIMUM OF TWELVE (12) FOOT TRAVEL LANES SHALL BE MAINTAINED IN EACH DIRECTION UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.. 23. CONTRACTOR SHALL INSTALL CHANGEABLE MESSAGE SIGN(S) (C.M.S.) TWO WEEK PRIOR TO COMMENCING WORK ANNOUNCING CONSTRUCTION START AND END DATES. THE C.M.S. SIGN SHALL REMAIN UNTIL ALL WORK IS COMPLETED. THE NUMBER OF C.M.S. SHALL BE PER THE TECHNICAL SPECIFICATIONS. 24. NON-SKID CALTRANS APPROVED STEEL PLATES SHALL BE RECESSED IN TRENCH CROSSING ALL STREETS (AREA DESIGNATED BY THE CITY ENGINEER) AND INSTALLED PER CALTRANS SPECIFICATIONS. PAVEMENT SHALL BE COLD PLANED TO A DEPTH EQUAL TO THE THICKNESS OF THE PLATE. 25. STEEL PLATES USED FOR BRIDGING MUST EXTEND A MINIMUM OF 12FT. BEYOND THE EDGES. 26. DURING THE COURSE OF THE WORK, PEDESTRIAN, AND VEHICULAR ACCESS SHALL BE MAINTAINED AT ALL TIMES. 27. ALL SIGNS SHALL CONFORM TO THE CURRENT CA MUTCD & THE UNITED STATES DEPARTMENT OF TRANSPORTATION BOOK OF STANDARD HIGHWAY SIGNS. UNLESS SHOWN OTHERWISE ON THE PLANS, NO SIGNS SHALL OVERLAP. ALL TUBULAR DELINEATORS SHALL BE 36" MIN HEIGHT& CONES SHALL BE 28" MIN. HEIGHT & SHALL INCLUDE A 6" & 4" HIGH INTENSITY REFLECTIVE SLEEVES. 28. POST SPEED LIMIT TO 25MPH WITHIN CONSTRUCTION ZONE PER MUTCD REQUIREMENTS. CONFLICTING SIGNS SHALL BE COVERED & UNCOVERED AS NEEDED & CONFLICTING PAVEMENT MARKERS SHALL BE REMOVED WITH WET SAND BLASTING & RESTORED AT THE COMPLETION OF THE PROJECT. 29. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. DIGALERT NOTES: 1. CONTRACTORS SHALL CALL DIGALERT AT 811, 48 HOURS PRIOR TO COMMENCING ANY WORK 2. CONTRACTOR SHALL MARK THE SURROUNDING LIMITS OF EXCAVATION FOR THE PROPOSED WORK 3. CONTRACTOR SHALL VERIFY ALL AGENCIES HAS MARKED ALL UTILITIES 4. CONTRACTOR SHALL POT HOLE FOR EXISTING DEPTH OF UTILITIES PRIOR TO START OF CONSTRUCTION CONTRACTOR SHALL PERFORM CONSTRUCTION IN SUCH A MANNER SO THAT NO DAMAGE WILL RESULT TO EITHER PUBLIC OR PRIVATE UTILITIES IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE ACTUAL LOCATIONS OF, AND MAKE ACCOMMODATES TO MAINTAIN ALL UTILITIES 5. CONTRACTOR SHALL BE LIABLE FOR ALL DAMAGE(S) WHICH MAY RESULT FROM ITS FAILURE TO MAINTAIN UTILITIES DURING THE PROGRESS OF THE WORK 6. CONTRACTOR SHALL INDEMNIFY CITY AS REQUIRED BY THE CONTRACT DOCUMENTS FROM ALL CLAIMS ARISING OUT OF OR CONNECTED WITH DAMAGE TO UTILITIES ENCOUNTERED DURING CONSTRUCTION; DAMAGES RESULTING FROM DISRUPTION OF SERVICE; AND INJURY TO PERSONS OR DAMAGE TO PROPERTY RESULTING FROM THE NEGLIGENT, ACCIDENTAL, OR INTENTIONAL BREACHING OF UTILITIES, AND NO COMPENSATION WILL BE MADE THEREFOR PROJECT LOCATION N.T.S. PA R A M O U N T S T AZUSA AVE CITY OF AZUSA ASPHALT PAVING NOTES: 1. A PRE-PAVING MEETING SHALL BE HELD FORTY-EIGHT (48) HOURS PRIOR TO PAVING. THE CITY OF AZUSA PUBLIC WORKS INSPECTOR SHALL BE NOTIFIED FOR ATTENDANCE OF THIS MEETING. 2. NEW PAVEMENT THICKNESS SHALL COMPLY WITH THE CITY OF AZUSA STANDARD PLAN R12-1. PAVING LIMITS SHALL BE DETERMINED AS SPECIFIED ON THE CITY APPROVED IMPROVEMENT PLANS, OR BY THE PUBLIC WORKS INSPECTOR. 3. ONE (1) OR TWO (2) SACK SLURRY MIX SHALL BE USED FOR BACKFILL PER CITY OF AZUSA STANDARD PLAN R12-1. ALL SLURRY BACKFILLS WILL REQUIRE 72 HOURS OF CURE TIME. 4. ASPHALT CONCRETE MIX DESIGN, AND PAVEMENT SHALL BE IN CONFORMANCE WITH THE REQUIREMENTS OF THE CITY OF AZUSA. 5. UNTREATED BASE BENEATH ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF 95% RELATIVE DENSITY. 6. LONGITUDINAL JOINTS IN THE TOP LAYER SHALL MATCH LANE LINES. 7. FINAL PAVEMENT SECTIONS SHALL BE APPROVED BY THE CITY ENGINEER. THE SOILS ENGINEER SHALL SUBMIT PAVEMENT SECTION RECOMMENDATIONS BASED ON "R" VALUE ANALYSIS OF THE SUBGRADE SOILS, AND CITY APPROVED TRAFFIC INDICES. R-VALUE TEST SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA TESTING 301, OR ASTM D2844 OF THE SUBGRADE SOILS. 8. WORKING HOURS SHALL BE FROM 8:00 P.M. TO 4:00 A.M. MONDAY THROUGH FRIDAY 9. NO WORK IS ALLOWED ON CITY OBSERVED HOLIDAYS SIGNING AND STRIPING NOTES: APPLY THERMOPLASTIC YELLOW NO PASSING ZONES-TWO DIRECTION STRIPE PER LATEST CALTRANS STANDARD PLAN, A20A, DETAIL 22 APPLY THERMOPLASTIC WHITE CHANNELIZING LINE STRIPE PER LATEST CALTRANS STANDARD PLAN, A20D, DETAIL 38 APPLY THERMOPLASTIC WHITE LANE LINE STRIPE PER LATEST CALTRANS STANDARD PLAN, A20A, DETAIL 9 APPLY THERMOPLASTIC WHITE LANE LINE EXTENSIONS THROUGH INTERSECTIONS STRIPE PER LATEST CALTRANS STANDARD PLAN, A20D, DETAIL 40 APPLY THERMOPLASTIC, 12" SOLID WHITE LIMIT LINE APPLY THERMOPLASTIC, 12" SOLID WHITE STANDARD CROSSWALK LINE, 11' WIDE MEASURED FROM OUTSIDE OF STRIPING PER LATEST CALTRANS STANDARD PLAN, A24F APPLY THERMOPLASTIC, TYPE IV (R) ARROW PER LATEST CALTRANS STANDARD PLAN, A24A APPLY THERMOPLASTIC, TYPE IV (L) ARROW PER LATEST CALTRANS STANDARD PLAN, A24A APPLY THERMOPLASTIC, WHITE PAVEMENT LEGEND AS SHOWN PER LATEST CALTRANS STANDARD PLAN, A24D APPLY THERMOPLASTIC, 24" SOLID YELLOW LADDER CROSSWALK, 11' WIDE MEASURED FROM OUTSIDE OF STRIPING PER LATEST CALTRANS STANDARD PLAN, A24F APPLY THERMOPLASTIC, 12" SOLID YELLOW STANDARD CROSSWALK LINE, 11' WIDE MEASURED FROM OUTSIDE OF STRIPING PER LATEST CALTRANS STANDARD PLAN, A24F APPLY 6" THERMOPLASTIC YELLOW HATCH, 5' ON CENTER APPLY THERMOPLASTIC YELLOW MEDIAN ISLAND STRIPE PER LATEST CALTRANS STANDARD PLAN, A20B, DETIAL 29 APPLY 50' OF 6” WHITE THERMOPLASTIC SOLID LINE PER DETAIL 1 ON SHEET 8 UNLESS NOTED OTHERWISE ADD PEXCO DP200 36" ROUND YELLOW TRAFFIC CHANNELIZER OR APPROVED EQUAL APPLY THERMOPLASTIC, WHITE PAVEMENT LEGEND AS SHOWN PER LATEST CALTRANS STANDARD PLAN, A24C, SPACED EVERY 250' ABBREVIATONS LOC - LIMITS OF CONSTRUCTION CB - EXISTING CURB FACE GRE - EXISTING EDGE OF GUTTER R/W - RIGHT OF WAY PL - PROPERTY LINE LEGEND CONSTRUCTION NOTES: COLD MILL AND OVERLAY 3" FINISH COURSE ASPHALT CONCRETE C2 1 2" PG70-10 REMOVE AND INSTALL 6' DIAMETER ROUND TRAFFIC LOOP PROTECT IN PLACE AS NOTED ON PLAN 1 2 3 CITY OF AZUSA LIGHT AND WATER DEPARTMENT NOTES: 1. CONTRACTOR TO CONTACT ALW TO INSPECT ANY ALW FACILITY BELIEVED TO BE DAMAGED PRIOR TO CONSTRUCTION OR REMOVAL OF EXISTING CONCRETE. 2. REPLACEMENT OF ANY DAMAGED ALW FACILITIES NOT INSPECTED WILL BE AT THE CONTRACTORS EXPENSE. 3. CONTRACTOR TO NOTIFY AND INCLUDE ALW WATER DIVISION STAFF IN ALL PRE-CONSTRUCTION AND CONSTRUCTION MEETINGS. 4. CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING ALW FACILITIES AND SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO ANY MODIFICATION, RELOCATION, DAMAGE, OR ALTERATION OF EXISTING ALW FACILITIES CAUSED BY THIS PROJECT TO THE SATISFACTION OF ALW WATER DIVISION. 5. CONTRACTOR IS REQUIRED TO ADHERE TO ALL ALW REQUIREMENTS, INCLUDING ALL SPACING AND CLEARANCE REQUIREMENTS BETWEEN UTILITIES PER ALW STANDARD WS -16 AND W-19 .A MINIMUM OF 5 FEET HORIZONTAL SEPARATION AND 6" VERTICAL SEPARATION AT CROSSING (SOD TO OD) BETWEEN ALW WATER MAINS AND ANY OTHER UTILITIES, EASEMENTS, AND STRUCTURES, ETC. 6. ANY DAMAGED ALW FACILITIES SHALL BE REPLACED IN KIND AT THE CONTRACTORS EXPENSE. 7. TO COMPLETE THIS WORK ALW WILL REQUIRE THAT THE VALVE CANS BE ACCESSIBLE AT ALL TIMES. 8. THE VALVE CANS BE KEPT CLEAN AND NOT FILLED WITH PAVEMENT OR EARTH DEBRIS. 9. THE VALVE CAN COVERS BE ADJUSTED FLUSH WITH THE NEW PAVEMENT SURFACE. 10. ANY DAMAGED VALVE CANS AND COVERS BE REPLACED WITH NEW VALVE CANS AND COVERS PER ALW STANDARD DRAWING W-10 AND PAINTED PER ALW STANDARD DRAWING W-20. CITY OF AZUSA SIGNING & STRIPING NOTES: 1. SIGNING AND STRIPING AND INSTALLATION THEREOF SHALL CONFORM TO LATEST EDITION OF CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD), AND CALTRANS STANDARD PLANS AND SPECIFICATIONS. DETAIL 1 THROUGH 32 SHALL USE 4” WIDE STRIPE. 2. ALL STRIPING AND MARKINGS SHALL BE INSTALLED AND REMOVED BY CONTRACTOR. 3. ALL STRIPING DETAILS, PAVEMENT MARKINGS, AND CROSSWALKS SHALL BE THERMOPLASTIC. 4. ANY EXISTING STRIPING (INCLUDING RAISED PAVEMENT MARKERS) OR PAVEMENT LEGENDS AND MARKERS TO BE REMOVED SHALL BE BY SAND BLASTING OR GRINDING METHOD. NO BLACKOUT SHALL BE ALLOWED. 5. CONTRACTOR SHALL ALLOW TEN (10) DAYS TO ELAPSE FROM PAVING PRIOR TO STRIPING. 6. ALL ARROW MARKINGS SHALL BE TYPE IV (L OR R) UNLESS OTHERWISE NOTED. 7. ALL SKIP LINE STRIPING AT INTERSECTION APPROACHES/DEPARTURES WITHOUT CROSSWALKS OR LIMIT LINES SHALL BEGIN/END 10 FEET FROM THE EXTENSION OF THE INTERSECTION CURB LINES. 8. LANE WIDTHS SHALL BE MEASURE BETWEEN THE CENTERLINES OF EACH ADJACENT STRIPE OR CURB FACE AS APPROPRIATE. 9. UNLESS OTHERWISE NOTED, INDUCTIVE LOOPS SHALL BE 6' CIRCULAR TYPE E AND CENTERED IN THE TRAVEL PORTION OF THE LANE. LIMIT LINE LOOPS SHALL BE MODIFIED TYPE E BICYCLE LOOP DETECTORS AND PLACED 1' BEHIND THE CROSSWALK OR LIMIT LINE, IF NO CROSSWALK. STRIPING SHALL BE LOCATED PRIOR TO POSITIONING LOOPS. 10. CONTRACTOR SHALL SEAL/REPAIR PAVEMENT WHERE STRIPING HAS BEEN BLASTED AND WHERE PAVEMENT MARKERS HAVE BEEN REMOVED AND NOT REPLACED. 11. ANY DAMAGED PAVEMENT DEEPER THAN 1 8" SHALL BE REPAIRED BY LATEST EDITION CALTRANS SPECIFICATIONS SECTION 84-9 EXISTING MARKINGS. 12. FOR DISPOSITION OF SALVAGED MATERIALS, CONTACT CITY OF AZUSA DEPARTMENT OF PUBLIC WORKS AT (626) 812-5230. 13. FOR QUESTIONS RELATING TO THIS PLAN, CONTACT ENGINEERING DIVISION FROM THE CITY OF AZUSA DEPARTMENT OF PUBLIC WORKS AT (626) 812-5230. O No. 82136 C Exp. 03/31/2026 E O T A S T R GISTE R E E P R D AI I FLFCA I V I L O R N N E F E SSIO N A L G I N E R E Rob e r t M i c hae l Delgad i ll o Approved City Council July 21, 2025 3 3 3 3 3 3 SHEET TITLESHEET NO. MA T C H L I N E S T A . 1 7 + 0 0 SE E A B O V E R I G H T MA T C H L I N E S T A . 8 + 0 0 SE E A B O V E R I G H T MA T C H L I N E S T A . 8 + 0 0 SE E B E L O W L E F T MA T C H L I N E S T A . 1 7 + 0 0 SE E B E L O W L E F T MA T C H L I N E S T A . 2 6 + 0 0 SE E S H E E T 3 O No. 82136 C Exp. 03/31/2026 E O T A S T R GISTE R E E P R D AI I FLFCA I V I L O R N N E F E SSIO N A L G I N E R E Rob e r t M i c hae l Delgad i l l o 3 3 2 2 3 3 3 MA T C H L I N E S T A . 3 5 + 0 0 SE E B E L O W L E F T MA T C H L I N E S T A . 4 4 + 0 0 SE E B E L O W L E F T MA T C H L I N E S T A . 5 3 + 0 0 SE E S H E E T 4 MA T C H L I N E S T A . 4 4 + 0 0 SE E A B O V E R I G H T MA T C H L I N E S T A . 3 5 + 0 0 SE E A B O V E R I G H T MA T C H L I N E S T A . 2 6 + 0 0 SE E S H E E T 2 SHEET TITLESHEET NO. 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MA T C H L I N E S T A . 3 5 + 0 0 SE E B E L O W L E F T MA T C H L I N E S T A . 4 4 + 0 0 SE E S H E E T 7 MA T C H L I N E S T A . 3 5 + 0 0 SE E A B O V E R I G H T MA T C H L I N E S T A . 2 6 + 0 0 SE E S H E E T 5 O No. 82136 C Exp. 03/31/2026 E O T A S T R GISTE R E E P R D AI I FLFCA I V I L O R N N E F E SSION A L G I N E RE Rob e r t M i c h ae l Delgad i ll o © 2 0 2 5 M i c r o s o f t C o r p o r a t i o n © 2 0 2 5 M a x a r © C N E S ( 2 0 2 5 ) D i s t r i b u t i o n A i r b u s D S © 2 0 2 5 T M A P M O B I L I T Y E a r t h s t a r G e o g r a p h i c s S I O SHEET TITLESHEET NO. MA T C H L I N E S T A . 2 3 + 0 0 SE E A B O V E R I G H T MA T C H L I N E S T A . 2 3 + 0 0 SE E S H E E T 6 MA T C H L I N E S T A . 2 3 + 0 0 SE E B E L O W L E F T O No. 82136 C Exp. 03/31/2026 E O T A S T R GISTE R E E P R D AI I FLFCA I V I L O R N N E F E SSIO N A L G I N E RE Rob e r t M i c hae l Delgad i ll o SHEET TITLESHEET NO. O No. 82136 C Exp. 03/31/2026 E O T A S T R GISTE R E E P R D AI I FLFCA I V I L O R N N E F E SSIO N A L G I N E R E Rob e r t M i c hae l Delgad i ll o