952 Pollasky Avenue Phone (559) 299-1544Clovis, California 93612 www.peters-engineering.com
AutoCAD SHX Text
PERMITS 1. AN ENCROACHMENT PERMIT IS REQUIRED FOR ANY TRAFFIC CONTROL MEASURES OR WORK AN ENCROACHMENT PERMIT IS REQUIRED FOR ANY TRAFFIC CONTROL MEASURES OR WORK AN ENCROACHMENT PERMIT IS REQUIRED FOR ANY TRAFFIC CONTROL MEASURES OR WORK ENCROACHMENT PERMIT IS REQUIRED FOR ANY TRAFFIC CONTROL MEASURES OR WORK ENCROACHMENT PERMIT IS REQUIRED FOR ANY TRAFFIC CONTROL MEASURES OR WORK PERMIT IS REQUIRED FOR ANY TRAFFIC CONTROL MEASURES OR WORK PERMIT IS REQUIRED FOR ANY TRAFFIC CONTROL MEASURES OR WORK IS REQUIRED FOR ANY TRAFFIC CONTROL MEASURES OR WORK IS REQUIRED FOR ANY TRAFFIC CONTROL MEASURES OR WORK REQUIRED FOR ANY TRAFFIC CONTROL MEASURES OR WORK REQUIRED FOR ANY TRAFFIC CONTROL MEASURES OR WORK FOR ANY TRAFFIC CONTROL MEASURES OR WORK FOR ANY TRAFFIC CONTROL MEASURES OR WORK ANY TRAFFIC CONTROL MEASURES OR WORK ANY TRAFFIC CONTROL MEASURES OR WORK TRAFFIC CONTROL MEASURES OR WORK TRAFFIC CONTROL MEASURES OR WORK CONTROL MEASURES OR WORK CONTROL MEASURES OR WORK MEASURES OR WORK MEASURES OR WORK OR WORK OR WORK WORK WORK WITHIN EXISTING CITY, COUNTY, OR STATE RIGHT-OF-WAY. CITY PERMITS MAY BE OBTAINED AT EXISTING CITY, COUNTY, OR STATE RIGHT-OF-WAY. CITY PERMITS MAY BE OBTAINED AT EXISTING CITY, COUNTY, OR STATE RIGHT-OF-WAY. CITY PERMITS MAY BE OBTAINED AT CITY, COUNTY, OR STATE RIGHT-OF-WAY. CITY PERMITS MAY BE OBTAINED AT CITY, COUNTY, OR STATE RIGHT-OF-WAY. CITY PERMITS MAY BE OBTAINED AT COUNTY, OR STATE RIGHT-OF-WAY. CITY PERMITS MAY BE OBTAINED AT COUNTY, OR STATE RIGHT-OF-WAY. CITY PERMITS MAY BE OBTAINED AT OR STATE RIGHT-OF-WAY. CITY PERMITS MAY BE OBTAINED AT OR STATE RIGHT-OF-WAY. CITY PERMITS MAY BE OBTAINED AT STATE RIGHT-OF-WAY. CITY PERMITS MAY BE OBTAINED AT STATE RIGHT-OF-WAY. CITY PERMITS MAY BE OBTAINED AT RIGHT-OF-WAY. CITY PERMITS MAY BE OBTAINED AT RIGHT-OF-WAY. CITY PERMITS MAY BE OBTAINED AT CITY PERMITS MAY BE OBTAINED AT CITY PERMITS MAY BE OBTAINED AT PERMITS MAY BE OBTAINED AT PERMITS MAY BE OBTAINED AT MAY BE OBTAINED AT MAY BE OBTAINED AT BE OBTAINED AT BE OBTAINED AT OBTAINED AT OBTAINED AT AT AT KINGSBURG CITY HALL. CONTACT THE APPLICABLE PERMITS DIVISION OF THE COUNTY OF FRESNO CITY HALL. CONTACT THE APPLICABLE PERMITS DIVISION OF THE COUNTY OF FRESNO CITY HALL. CONTACT THE APPLICABLE PERMITS DIVISION OF THE COUNTY OF FRESNO HALL. CONTACT THE APPLICABLE PERMITS DIVISION OF THE COUNTY OF FRESNO HALL. CONTACT THE APPLICABLE PERMITS DIVISION OF THE COUNTY OF FRESNO CONTACT THE APPLICABLE PERMITS DIVISION OF THE COUNTY OF FRESNO CONTACT THE APPLICABLE PERMITS DIVISION OF THE COUNTY OF FRESNO THE APPLICABLE PERMITS DIVISION OF THE COUNTY OF FRESNO THE APPLICABLE PERMITS DIVISION OF THE COUNTY OF FRESNO APPLICABLE PERMITS DIVISION OF THE COUNTY OF FRESNO APPLICABLE PERMITS DIVISION OF THE COUNTY OF FRESNO PERMITS DIVISION OF THE COUNTY OF FRESNO PERMITS DIVISION OF THE COUNTY OF FRESNO DIVISION OF THE COUNTY OF FRESNO DIVISION OF THE COUNTY OF FRESNO OF THE COUNTY OF FRESNO OF THE COUNTY OF FRESNO THE COUNTY OF FRESNO THE COUNTY OF FRESNO COUNTY OF FRESNO COUNTY OF FRESNO OF FRESNO OF FRESNO FRESNO FRESNO OR CALTRANS FOR THE APPLICABLE PERMIT. 2. GRADING PERMIT IS REQUIRED FROM THE CITY OF KINGSBURG PLANNING DEPARTMENT FOR ANY GRADING PERMIT IS REQUIRED FROM THE CITY OF KINGSBURG PLANNING DEPARTMENT FOR ANY GRADING PERMIT IS REQUIRED FROM THE CITY OF KINGSBURG PLANNING DEPARTMENT FOR ANY PERMIT IS REQUIRED FROM THE CITY OF KINGSBURG PLANNING DEPARTMENT FOR ANY PERMIT IS REQUIRED FROM THE CITY OF KINGSBURG PLANNING DEPARTMENT FOR ANY IS REQUIRED FROM THE CITY OF KINGSBURG PLANNING DEPARTMENT FOR ANY IS REQUIRED FROM THE CITY OF KINGSBURG PLANNING DEPARTMENT FOR ANY REQUIRED FROM THE CITY OF KINGSBURG PLANNING DEPARTMENT FOR ANY REQUIRED FROM THE CITY OF KINGSBURG PLANNING DEPARTMENT FOR ANY FROM THE CITY OF KINGSBURG PLANNING DEPARTMENT FOR ANY FROM THE CITY OF KINGSBURG PLANNING DEPARTMENT FOR ANY THE CITY OF KINGSBURG PLANNING DEPARTMENT FOR ANY THE CITY OF KINGSBURG PLANNING DEPARTMENT FOR ANY CITY OF KINGSBURG PLANNING DEPARTMENT FOR ANY CITY OF KINGSBURG PLANNING DEPARTMENT FOR ANY OF KINGSBURG PLANNING DEPARTMENT FOR ANY OF KINGSBURG PLANNING DEPARTMENT FOR ANY KINGSBURG PLANNING DEPARTMENT FOR ANY KINGSBURG PLANNING DEPARTMENT FOR ANY PLANNING DEPARTMENT FOR ANY PLANNING DEPARTMENT FOR ANY DEPARTMENT FOR ANY DEPARTMENT FOR ANY FOR ANY FOR ANY ANY ANY GRADING. THE CONTRACTOR SHALL CONTACT THE CITY BUILDING INSPECTION DIVISION AT (559) THE CONTRACTOR SHALL CONTACT THE CITY BUILDING INSPECTION DIVISION AT (559) THE CONTRACTOR SHALL CONTACT THE CITY BUILDING INSPECTION DIVISION AT (559) CONTRACTOR SHALL CONTACT THE CITY BUILDING INSPECTION DIVISION AT (559) CONTRACTOR SHALL CONTACT THE CITY BUILDING INSPECTION DIVISION AT (559) SHALL CONTACT THE CITY BUILDING INSPECTION DIVISION AT (559) SHALL CONTACT THE CITY BUILDING INSPECTION DIVISION AT (559) CONTACT THE CITY BUILDING INSPECTION DIVISION AT (559) CONTACT THE CITY BUILDING INSPECTION DIVISION AT (559) THE CITY BUILDING INSPECTION DIVISION AT (559) THE CITY BUILDING INSPECTION DIVISION AT (559) CITY BUILDING INSPECTION DIVISION AT (559) CITY BUILDING INSPECTION DIVISION AT (559) BUILDING INSPECTION DIVISION AT (559) BUILDING INSPECTION DIVISION AT (559) INSPECTION DIVISION AT (559) INSPECTION DIVISION AT (559) DIVISION AT (559) DIVISION AT (559) AT (559) AT (559) (559) (559) 897-6550 FOR NECESSARY PERMIT AND REQUIREMENTS. 3. A BUILDING PERMIT IS REQUIRED FOR THE CONSTRUCTION OF ANY MASONRY WALL, WOOD FENCE, A BUILDING PERMIT IS REQUIRED FOR THE CONSTRUCTION OF ANY MASONRY WALL, WOOD FENCE, A BUILDING PERMIT IS REQUIRED FOR THE CONSTRUCTION OF ANY MASONRY WALL, WOOD FENCE, BUILDING PERMIT IS REQUIRED FOR THE CONSTRUCTION OF ANY MASONRY WALL, WOOD FENCE, BUILDING PERMIT IS REQUIRED FOR THE CONSTRUCTION OF ANY MASONRY WALL, WOOD FENCE, PERMIT IS REQUIRED FOR THE CONSTRUCTION OF ANY MASONRY WALL, WOOD FENCE, PERMIT IS REQUIRED FOR THE CONSTRUCTION OF ANY MASONRY WALL, WOOD FENCE, IS REQUIRED FOR THE CONSTRUCTION OF ANY MASONRY WALL, WOOD FENCE, IS REQUIRED FOR THE CONSTRUCTION OF ANY MASONRY WALL, WOOD FENCE, REQUIRED FOR THE CONSTRUCTION OF ANY MASONRY WALL, WOOD FENCE, REQUIRED FOR THE CONSTRUCTION OF ANY MASONRY WALL, WOOD FENCE, FOR THE CONSTRUCTION OF ANY MASONRY WALL, WOOD FENCE, FOR THE CONSTRUCTION OF ANY MASONRY WALL, WOOD FENCE, THE CONSTRUCTION OF ANY MASONRY WALL, WOOD FENCE, THE CONSTRUCTION OF ANY MASONRY WALL, WOOD FENCE, CONSTRUCTION OF ANY MASONRY WALL, WOOD FENCE, CONSTRUCTION OF ANY MASONRY WALL, WOOD FENCE, OF ANY MASONRY WALL, WOOD FENCE, OF ANY MASONRY WALL, WOOD FENCE, ANY MASONRY WALL, WOOD FENCE, ANY MASONRY WALL, WOOD FENCE, MASONRY WALL, WOOD FENCE, MASONRY WALL, WOOD FENCE, WALL, WOOD FENCE, WALL, WOOD FENCE, WOOD FENCE, WOOD FENCE, FENCE, FENCE, TRASH ENCLOSURE, RETAINING WALL, WROUGHT IRON FENCE OR ANY COMBINATION THEREOF. 4. THE CONTRACTOR SHALL CONTACT THE CITY BUILDING INSPECTION DIVISION AT (559) 897-6526 THE CONTRACTOR SHALL CONTACT THE CITY BUILDING INSPECTION DIVISION AT (559) 897-6526 CONTRACTOR SHALL CONTACT THE CITY BUILDING INSPECTION DIVISION AT (559) 897-6526 CONTRACTOR SHALL CONTACT THE CITY BUILDING INSPECTION DIVISION AT (559) 897-6526 SHALL CONTACT THE CITY BUILDING INSPECTION DIVISION AT (559) 897-6526 SHALL CONTACT THE CITY BUILDING INSPECTION DIVISION AT (559) 897-6526 CONTACT THE CITY BUILDING INSPECTION DIVISION AT (559) 897-6526 CONTACT THE CITY BUILDING INSPECTION DIVISION AT (559) 897-6526 THE CITY BUILDING INSPECTION DIVISION AT (559) 897-6526 THE CITY BUILDING INSPECTION DIVISION AT (559) 897-6526 CITY BUILDING INSPECTION DIVISION AT (559) 897-6526 CITY BUILDING INSPECTION DIVISION AT (559) 897-6526 BUILDING INSPECTION DIVISION AT (559) 897-6526 BUILDING INSPECTION DIVISION AT (559) 897-6526 INSPECTION DIVISION AT (559) 897-6526 INSPECTION DIVISION AT (559) 897-6526 DIVISION AT (559) 897-6526 DIVISION AT (559) 897-6526 AT (559) 897-6526 AT (559) 897-6526 (559) 897-6526 (559) 897-6526 897-6526 897-6526 FOR NECESSARY PERMIT AND REQUIREMENTS. RETAINING WALLS OR FENCES CONSTRUCTED WITHIN NECESSARY PERMIT AND REQUIREMENTS. RETAINING WALLS OR FENCES CONSTRUCTED WITHIN NECESSARY PERMIT AND REQUIREMENTS. RETAINING WALLS OR FENCES CONSTRUCTED WITHIN PERMIT AND REQUIREMENTS. RETAINING WALLS OR FENCES CONSTRUCTED WITHIN PERMIT AND REQUIREMENTS. RETAINING WALLS OR FENCES CONSTRUCTED WITHIN AND REQUIREMENTS. RETAINING WALLS OR FENCES CONSTRUCTED WITHIN AND REQUIREMENTS. RETAINING WALLS OR FENCES CONSTRUCTED WITHIN REQUIREMENTS. RETAINING WALLS OR FENCES CONSTRUCTED WITHIN REQUIREMENTS. RETAINING WALLS OR FENCES CONSTRUCTED WITHIN RETAINING WALLS OR FENCES CONSTRUCTED WITHIN RETAINING WALLS OR FENCES CONSTRUCTED WITHIN WALLS OR FENCES CONSTRUCTED WITHIN WALLS OR FENCES CONSTRUCTED WITHIN OR FENCES CONSTRUCTED WITHIN OR FENCES CONSTRUCTED WITHIN FENCES CONSTRUCTED WITHIN FENCES CONSTRUCTED WITHIN CONSTRUCTED WITHIN CONSTRUCTED WITHIN WITHIN WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MASONRY CONSTRUCTION. 5. A BUILDING PERMIT IS REQUIRED FROM THE CITY OF KINGSBURG, PLANNING DEPARTMENT FOR A BUILDING PERMIT IS REQUIRED FROM THE CITY OF KINGSBURG, PLANNING DEPARTMENT FOR BUILDING PERMIT IS REQUIRED FROM THE CITY OF KINGSBURG, PLANNING DEPARTMENT FOR BUILDING PERMIT IS REQUIRED FROM THE CITY OF KINGSBURG, PLANNING DEPARTMENT FOR PERMIT IS REQUIRED FROM THE CITY OF KINGSBURG, PLANNING DEPARTMENT FOR PERMIT IS REQUIRED FROM THE CITY OF KINGSBURG, PLANNING DEPARTMENT FOR IS REQUIRED FROM THE CITY OF KINGSBURG, PLANNING DEPARTMENT FOR IS REQUIRED FROM THE CITY OF KINGSBURG, PLANNING DEPARTMENT FOR REQUIRED FROM THE CITY OF KINGSBURG, PLANNING DEPARTMENT FOR REQUIRED FROM THE CITY OF KINGSBURG, PLANNING DEPARTMENT FOR FROM THE CITY OF KINGSBURG, PLANNING DEPARTMENT FOR FROM THE CITY OF KINGSBURG, PLANNING DEPARTMENT FOR THE CITY OF KINGSBURG, PLANNING DEPARTMENT FOR THE CITY OF KINGSBURG, PLANNING DEPARTMENT FOR CITY OF KINGSBURG, PLANNING DEPARTMENT FOR CITY OF KINGSBURG, PLANNING DEPARTMENT FOR OF KINGSBURG, PLANNING DEPARTMENT FOR OF KINGSBURG, PLANNING DEPARTMENT FOR KINGSBURG, PLANNING DEPARTMENT FOR KINGSBURG, PLANNING DEPARTMENT FOR PLANNING DEPARTMENT FOR PLANNING DEPARTMENT FOR DEPARTMENT FOR DEPARTMENT FOR FOR FOR ANY WELL AND SEPTIC TANK TO BE ABANDONED. THE CONTRACTOR SHALL CONTACT THE CITY WELL AND SEPTIC TANK TO BE ABANDONED. THE CONTRACTOR SHALL CONTACT THE CITY WELL AND SEPTIC TANK TO BE ABANDONED. THE CONTRACTOR SHALL CONTACT THE CITY AND SEPTIC TANK TO BE ABANDONED. THE CONTRACTOR SHALL CONTACT THE CITY AND SEPTIC TANK TO BE ABANDONED. THE CONTRACTOR SHALL CONTACT THE CITY SEPTIC TANK TO BE ABANDONED. THE CONTRACTOR SHALL CONTACT THE CITY SEPTIC TANK TO BE ABANDONED. THE CONTRACTOR SHALL CONTACT THE CITY TANK TO BE ABANDONED. THE CONTRACTOR SHALL CONTACT THE CITY TANK TO BE ABANDONED. THE CONTRACTOR SHALL CONTACT THE CITY TO BE ABANDONED. THE CONTRACTOR SHALL CONTACT THE CITY TO BE ABANDONED. THE CONTRACTOR SHALL CONTACT THE CITY BE ABANDONED. THE CONTRACTOR SHALL CONTACT THE CITY BE ABANDONED. THE CONTRACTOR SHALL CONTACT THE CITY ABANDONED. THE CONTRACTOR SHALL CONTACT THE CITY ABANDONED. THE CONTRACTOR SHALL CONTACT THE CITY THE CONTRACTOR SHALL CONTACT THE CITY THE CONTRACTOR SHALL CONTACT THE CITY CONTRACTOR SHALL CONTACT THE CITY CONTRACTOR SHALL CONTACT THE CITY SHALL CONTACT THE CITY SHALL CONTACT THE CITY CONTACT THE CITY CONTACT THE CITY THE CITY THE CITY CITY CITY BUILDING INSPECTION DIVISION AT (559) 897-6526 FOR NECESSARY PERMIT AND REQUIREMENTS. PROCEDURES 6. PRIOR TO BEGINNING CONSTRUCTION, ADVANCE WARNING SIGNS SHALL BE PLACED SEVEN (7) PRIOR TO BEGINNING CONSTRUCTION, ADVANCE WARNING SIGNS SHALL BE PLACED SEVEN (7) TO BEGINNING CONSTRUCTION, ADVANCE WARNING SIGNS SHALL BE PLACED SEVEN (7) TO BEGINNING CONSTRUCTION, ADVANCE WARNING SIGNS SHALL BE PLACED SEVEN (7) BEGINNING CONSTRUCTION, ADVANCE WARNING SIGNS SHALL BE PLACED SEVEN (7) BEGINNING CONSTRUCTION, ADVANCE WARNING SIGNS SHALL BE PLACED SEVEN (7) CONSTRUCTION, ADVANCE WARNING SIGNS SHALL BE PLACED SEVEN (7) CONSTRUCTION, ADVANCE WARNING SIGNS SHALL BE PLACED SEVEN (7) ADVANCE WARNING SIGNS SHALL BE PLACED SEVEN (7) ADVANCE WARNING SIGNS SHALL BE PLACED SEVEN (7) WARNING SIGNS SHALL BE PLACED SEVEN (7) WARNING SIGNS SHALL BE PLACED SEVEN (7) SIGNS SHALL BE PLACED SEVEN (7) SIGNS SHALL BE PLACED SEVEN (7) SHALL BE PLACED SEVEN (7) SHALL BE PLACED SEVEN (7) BE PLACED SEVEN (7) BE PLACED SEVEN (7) PLACED SEVEN (7) PLACED SEVEN (7) SEVEN (7) SEVEN (7) (7) (7) DAYS PRIOR TO COMMENCING WORK IN ORDER TO NOTIFY THE PUBLIC OF THE IMMINENCE OF PRIOR TO COMMENCING WORK IN ORDER TO NOTIFY THE PUBLIC OF THE IMMINENCE OF PRIOR TO COMMENCING WORK IN ORDER TO NOTIFY THE PUBLIC OF THE IMMINENCE OF TO COMMENCING WORK IN ORDER TO NOTIFY THE PUBLIC OF THE IMMINENCE OF TO COMMENCING WORK IN ORDER TO NOTIFY THE PUBLIC OF THE IMMINENCE OF COMMENCING WORK IN ORDER TO NOTIFY THE PUBLIC OF THE IMMINENCE OF COMMENCING WORK IN ORDER TO NOTIFY THE PUBLIC OF THE IMMINENCE OF WORK IN ORDER TO NOTIFY THE PUBLIC OF THE IMMINENCE OF WORK IN ORDER TO NOTIFY THE PUBLIC OF THE IMMINENCE OF IN ORDER TO NOTIFY THE PUBLIC OF THE IMMINENCE OF IN ORDER TO NOTIFY THE PUBLIC OF THE IMMINENCE OF ORDER TO NOTIFY THE PUBLIC OF THE IMMINENCE OF ORDER TO NOTIFY THE PUBLIC OF THE IMMINENCE OF TO NOTIFY THE PUBLIC OF THE IMMINENCE OF TO NOTIFY THE PUBLIC OF THE IMMINENCE OF NOTIFY THE PUBLIC OF THE IMMINENCE OF NOTIFY THE PUBLIC OF THE IMMINENCE OF THE PUBLIC OF THE IMMINENCE OF THE PUBLIC OF THE IMMINENCE OF PUBLIC OF THE IMMINENCE OF PUBLIC OF THE IMMINENCE OF OF THE IMMINENCE OF OF THE IMMINENCE OF THE IMMINENCE OF THE IMMINENCE OF IMMINENCE OF IMMINENCE OF OF OF CONSTRUCTION AND OF POSSIBLE DELAYS. SEE "TRAFFIC CONTROL" SECTION. 7. ALL EXISTING MAINS, UTILITIES, SIGNS, STRIPING, ETC., FOUND TO BE IN CONFLICT WITH THIS ALL EXISTING MAINS, UTILITIES, SIGNS, STRIPING, ETC., FOUND TO BE IN CONFLICT WITH THIS EXISTING MAINS, UTILITIES, SIGNS, STRIPING, ETC., FOUND TO BE IN CONFLICT WITH THIS EXISTING MAINS, UTILITIES, SIGNS, STRIPING, ETC., FOUND TO BE IN CONFLICT WITH THIS MAINS, UTILITIES, SIGNS, STRIPING, ETC., FOUND TO BE IN CONFLICT WITH THIS MAINS, UTILITIES, SIGNS, STRIPING, ETC., FOUND TO BE IN CONFLICT WITH THIS UTILITIES, SIGNS, STRIPING, ETC., FOUND TO BE IN CONFLICT WITH THIS UTILITIES, SIGNS, STRIPING, ETC., FOUND TO BE IN CONFLICT WITH THIS SIGNS, STRIPING, ETC., FOUND TO BE IN CONFLICT WITH THIS SIGNS, STRIPING, ETC., FOUND TO BE IN CONFLICT WITH THIS STRIPING, ETC., FOUND TO BE IN CONFLICT WITH THIS STRIPING, ETC., FOUND TO BE IN CONFLICT WITH THIS ETC., FOUND TO BE IN CONFLICT WITH THIS ETC., FOUND TO BE IN CONFLICT WITH THIS FOUND TO BE IN CONFLICT WITH THIS FOUND TO BE IN CONFLICT WITH THIS TO BE IN CONFLICT WITH THIS TO BE IN CONFLICT WITH THIS BE IN CONFLICT WITH THIS BE IN CONFLICT WITH THIS IN CONFLICT WITH THIS IN CONFLICT WITH THIS CONFLICT WITH THIS CONFLICT WITH THIS WITH THIS WITH THIS THIS THIS PLAN, WHETHER SPECIFICALLY IDENTIFIED ON THE PLANS AND PROJECT SPECIFICATIONS OR WHETHER SPECIFICALLY IDENTIFIED ON THE PLANS AND PROJECT SPECIFICATIONS OR WHETHER SPECIFICALLY IDENTIFIED ON THE PLANS AND PROJECT SPECIFICATIONS OR SPECIFICALLY IDENTIFIED ON THE PLANS AND PROJECT SPECIFICATIONS OR SPECIFICALLY IDENTIFIED ON THE PLANS AND PROJECT SPECIFICATIONS OR IDENTIFIED ON THE PLANS AND PROJECT SPECIFICATIONS OR IDENTIFIED ON THE PLANS AND PROJECT SPECIFICATIONS OR ON THE PLANS AND PROJECT SPECIFICATIONS OR ON THE PLANS AND PROJECT SPECIFICATIONS OR THE PLANS AND PROJECT SPECIFICATIONS OR THE PLANS AND PROJECT SPECIFICATIONS OR PLANS AND PROJECT SPECIFICATIONS OR PLANS AND PROJECT SPECIFICATIONS OR AND PROJECT SPECIFICATIONS OR AND PROJECT SPECIFICATIONS OR PROJECT SPECIFICATIONS OR PROJECT SPECIFICATIONS OR SPECIFICATIONS OR SPECIFICATIONS OR OR OR NOT, SHALL BE CONSIDERED AS PART OF THE REQUIRED WORK TO BE PERFORMED. 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL NOTIFY ALL UTILITY AUTHORITIES OR BEFORE COMMENCING WORK, THE CONTRACTOR SHALL NOTIFY ALL UTILITY AUTHORITIES OR COMMENCING WORK, THE CONTRACTOR SHALL NOTIFY ALL UTILITY AUTHORITIES OR COMMENCING WORK, THE CONTRACTOR SHALL NOTIFY ALL UTILITY AUTHORITIES OR WORK, THE CONTRACTOR SHALL NOTIFY ALL UTILITY AUTHORITIES OR WORK, THE CONTRACTOR SHALL NOTIFY ALL UTILITY AUTHORITIES OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY AUTHORITIES OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY AUTHORITIES OR CONTRACTOR SHALL NOTIFY ALL UTILITY AUTHORITIES OR CONTRACTOR SHALL NOTIFY ALL UTILITY AUTHORITIES OR SHALL NOTIFY ALL UTILITY AUTHORITIES OR SHALL NOTIFY ALL UTILITY AUTHORITIES OR NOTIFY ALL UTILITY AUTHORITIES OR NOTIFY ALL UTILITY AUTHORITIES OR ALL UTILITY AUTHORITIES OR ALL UTILITY AUTHORITIES OR UTILITY AUTHORITIES OR UTILITY AUTHORITIES OR AUTHORITIES OR AUTHORITIES OR OR OR UTILITY COMPANIES HAVING POSSIBLE INTEREST IN THE WORK OF THE CONTRACTOR'S INTENTION COMPANIES HAVING POSSIBLE INTEREST IN THE WORK OF THE CONTRACTOR'S INTENTION COMPANIES HAVING POSSIBLE INTEREST IN THE WORK OF THE CONTRACTOR'S INTENTION HAVING POSSIBLE INTEREST IN THE WORK OF THE CONTRACTOR'S INTENTION HAVING POSSIBLE INTEREST IN THE WORK OF THE CONTRACTOR'S INTENTION POSSIBLE INTEREST IN THE WORK OF THE CONTRACTOR'S INTENTION POSSIBLE INTEREST IN THE WORK OF THE CONTRACTOR'S INTENTION INTEREST IN THE WORK OF THE CONTRACTOR'S INTENTION INTEREST IN THE WORK OF THE CONTRACTOR'S INTENTION IN THE WORK OF THE CONTRACTOR'S INTENTION IN THE WORK OF THE CONTRACTOR'S INTENTION THE WORK OF THE CONTRACTOR'S INTENTION THE WORK OF THE CONTRACTOR'S INTENTION WORK OF THE CONTRACTOR'S INTENTION WORK OF THE CONTRACTOR'S INTENTION OF THE CONTRACTOR'S INTENTION OF THE CONTRACTOR'S INTENTION THE CONTRACTOR'S INTENTION THE CONTRACTOR'S INTENTION CONTRACTOR'S INTENTION CONTRACTOR'S INTENTION INTENTION INTENTION TO EXCAVATE PROXIMATE TO EXISTING FACILITIES. THE CONTRACTOR SHALL VERIFY THE LOCATION EXCAVATE PROXIMATE TO EXISTING FACILITIES. THE CONTRACTOR SHALL VERIFY THE LOCATION EXCAVATE PROXIMATE TO EXISTING FACILITIES. THE CONTRACTOR SHALL VERIFY THE LOCATION PROXIMATE TO EXISTING FACILITIES. THE CONTRACTOR SHALL VERIFY THE LOCATION PROXIMATE TO EXISTING FACILITIES. THE CONTRACTOR SHALL VERIFY THE LOCATION TO EXISTING FACILITIES. THE CONTRACTOR SHALL VERIFY THE LOCATION TO EXISTING FACILITIES. THE CONTRACTOR SHALL VERIFY THE LOCATION EXISTING FACILITIES. THE CONTRACTOR SHALL VERIFY THE LOCATION EXISTING FACILITIES. THE CONTRACTOR SHALL VERIFY THE LOCATION FACILITIES. THE CONTRACTOR SHALL VERIFY THE LOCATION FACILITIES. THE CONTRACTOR SHALL VERIFY THE LOCATION THE CONTRACTOR SHALL VERIFY THE LOCATION THE CONTRACTOR SHALL VERIFY THE LOCATION CONTRACTOR SHALL VERIFY THE LOCATION CONTRACTOR SHALL VERIFY THE LOCATION SHALL VERIFY THE LOCATION SHALL VERIFY THE LOCATION VERIFY THE LOCATION VERIFY THE LOCATION THE LOCATION THE LOCATION LOCATION LOCATION OF ANY UTILITIES IN THE WORK AREA. THE CONTRACTOR SHALL NOTIFY U.S.A. TWO (2) WORKING ANY UTILITIES IN THE WORK AREA. THE CONTRACTOR SHALL NOTIFY U.S.A. TWO (2) WORKING ANY UTILITIES IN THE WORK AREA. THE CONTRACTOR SHALL NOTIFY U.S.A. TWO (2) WORKING UTILITIES IN THE WORK AREA. THE CONTRACTOR SHALL NOTIFY U.S.A. TWO (2) WORKING UTILITIES IN THE WORK AREA. THE CONTRACTOR SHALL NOTIFY U.S.A. TWO (2) WORKING IN THE WORK AREA. THE CONTRACTOR SHALL NOTIFY U.S.A. TWO (2) WORKING IN THE WORK AREA. THE CONTRACTOR SHALL NOTIFY U.S.A. TWO (2) WORKING THE WORK AREA. THE CONTRACTOR SHALL NOTIFY U.S.A. TWO (2) WORKING THE WORK AREA. THE CONTRACTOR SHALL NOTIFY U.S.A. TWO (2) WORKING WORK AREA. THE CONTRACTOR SHALL NOTIFY U.S.A. TWO (2) WORKING WORK AREA. THE CONTRACTOR SHALL NOTIFY U.S.A. TWO (2) WORKING AREA. THE CONTRACTOR SHALL NOTIFY U.S.A. TWO (2) WORKING AREA. THE CONTRACTOR SHALL NOTIFY U.S.A. TWO (2) WORKING THE CONTRACTOR SHALL NOTIFY U.S.A. TWO (2) WORKING THE CONTRACTOR SHALL NOTIFY U.S.A. TWO (2) WORKING CONTRACTOR SHALL NOTIFY U.S.A. TWO (2) WORKING CONTRACTOR SHALL NOTIFY U.S.A. TWO (2) WORKING SHALL NOTIFY U.S.A. TWO (2) WORKING SHALL NOTIFY U.S.A. TWO (2) WORKING NOTIFY U.S.A. TWO (2) WORKING NOTIFY U.S.A. TWO (2) WORKING U.S.A. TWO (2) WORKING U.S.A. TWO (2) WORKING TWO (2) WORKING TWO (2) WORKING (2) WORKING (2) WORKING WORKING WORKING DAYS PRIOR TO BEGINNING ANY EXCAVATION. 3. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS AT (559) 897-5328 AT LEAST THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS AT (559) 897-5328 AT LEAST CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS AT (559) 897-5328 AT LEAST CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS AT (559) 897-5328 AT LEAST SHALL NOTIFY THE CITY PUBLIC WORKS AT (559) 897-5328 AT LEAST SHALL NOTIFY THE CITY PUBLIC WORKS AT (559) 897-5328 AT LEAST NOTIFY THE CITY PUBLIC WORKS AT (559) 897-5328 AT LEAST NOTIFY THE CITY PUBLIC WORKS AT (559) 897-5328 AT LEAST THE CITY PUBLIC WORKS AT (559) 897-5328 AT LEAST THE CITY PUBLIC WORKS AT (559) 897-5328 AT LEAST CITY PUBLIC WORKS AT (559) 897-5328 AT LEAST CITY PUBLIC WORKS AT (559) 897-5328 AT LEAST PUBLIC WORKS AT (559) 897-5328 AT LEAST PUBLIC WORKS AT (559) 897-5328 AT LEAST WORKS AT (559) 897-5328 AT LEAST WORKS AT (559) 897-5328 AT LEAST AT (559) 897-5328 AT LEAST AT (559) 897-5328 AT LEAST (559) 897-5328 AT LEAST (559) 897-5328 AT LEAST 897-5328 AT LEAST 897-5328 AT LEAST AT LEAST AT LEAST LEAST LEAST FORTY-EIGHT (48) HOURS PRIOR TO POURING SIDEWALKS, AND/OR INSTALLING ANY SIGNS, (48) HOURS PRIOR TO POURING SIDEWALKS, AND/OR INSTALLING ANY SIGNS, (48) HOURS PRIOR TO POURING SIDEWALKS, AND/OR INSTALLING ANY SIGNS, HOURS PRIOR TO POURING SIDEWALKS, AND/OR INSTALLING ANY SIGNS, HOURS PRIOR TO POURING SIDEWALKS, AND/OR INSTALLING ANY SIGNS, PRIOR TO POURING SIDEWALKS, AND/OR INSTALLING ANY SIGNS, PRIOR TO POURING SIDEWALKS, AND/OR INSTALLING ANY SIGNS, TO POURING SIDEWALKS, AND/OR INSTALLING ANY SIGNS, TO POURING SIDEWALKS, AND/OR INSTALLING ANY SIGNS, POURING SIDEWALKS, AND/OR INSTALLING ANY SIGNS, POURING SIDEWALKS, AND/OR INSTALLING ANY SIGNS, SIDEWALKS, AND/OR INSTALLING ANY SIGNS, SIDEWALKS, AND/OR INSTALLING ANY SIGNS, AND/OR INSTALLING ANY SIGNS, AND/OR INSTALLING ANY SIGNS, INSTALLING ANY SIGNS, INSTALLING ANY SIGNS, ANY SIGNS, ANY SIGNS, SIGNS, SIGNS, MARKINGS, STRIPING OR STENCILING SUCH AS DIRECTIONAL ARROWS, STOPS, CROSS WALKS, ETC. STRIPING OR STENCILING SUCH AS DIRECTIONAL ARROWS, STOPS, CROSS WALKS, ETC. STRIPING OR STENCILING SUCH AS DIRECTIONAL ARROWS, STOPS, CROSS WALKS, ETC. OR STENCILING SUCH AS DIRECTIONAL ARROWS, STOPS, CROSS WALKS, ETC. OR STENCILING SUCH AS DIRECTIONAL ARROWS, STOPS, CROSS WALKS, ETC. STENCILING SUCH AS DIRECTIONAL ARROWS, STOPS, CROSS WALKS, ETC. STENCILING SUCH AS DIRECTIONAL ARROWS, STOPS, CROSS WALKS, ETC. SUCH AS DIRECTIONAL ARROWS, STOPS, CROSS WALKS, ETC. SUCH AS DIRECTIONAL ARROWS, STOPS, CROSS WALKS, ETC. AS DIRECTIONAL ARROWS, STOPS, CROSS WALKS, ETC. AS DIRECTIONAL ARROWS, STOPS, CROSS WALKS, ETC. DIRECTIONAL ARROWS, STOPS, CROSS WALKS, ETC. DIRECTIONAL ARROWS, STOPS, CROSS WALKS, ETC. ARROWS, STOPS, CROSS WALKS, ETC. ARROWS, STOPS, CROSS WALKS, ETC. STOPS, CROSS WALKS, ETC. STOPS, CROSS WALKS, ETC. CROSS WALKS, ETC. CROSS WALKS, ETC. WALKS, ETC. WALKS, ETC. ETC. ETC. THE CITY STREET MANAGER SHALL BE INFORMED OF ALL LOCATIONS, TYPES, DATES AND CITY STREET MANAGER SHALL BE INFORMED OF ALL LOCATIONS, TYPES, DATES AND CITY STREET MANAGER SHALL BE INFORMED OF ALL LOCATIONS, TYPES, DATES AND STREET MANAGER SHALL BE INFORMED OF ALL LOCATIONS, TYPES, DATES AND STREET MANAGER SHALL BE INFORMED OF ALL LOCATIONS, TYPES, DATES AND MANAGER SHALL BE INFORMED OF ALL LOCATIONS, TYPES, DATES AND MANAGER SHALL BE INFORMED OF ALL LOCATIONS, TYPES, DATES AND SHALL BE INFORMED OF ALL LOCATIONS, TYPES, DATES AND SHALL BE INFORMED OF ALL LOCATIONS, TYPES, DATES AND BE INFORMED OF ALL LOCATIONS, TYPES, DATES AND BE INFORMED OF ALL LOCATIONS, TYPES, DATES AND INFORMED OF ALL LOCATIONS, TYPES, DATES AND INFORMED OF ALL LOCATIONS, TYPES, DATES AND OF ALL LOCATIONS, TYPES, DATES AND OF ALL LOCATIONS, TYPES, DATES AND ALL LOCATIONS, TYPES, DATES AND ALL LOCATIONS, TYPES, DATES AND LOCATIONS, TYPES, DATES AND LOCATIONS, TYPES, DATES AND TYPES, DATES AND TYPES, DATES AND DATES AND DATES AND AND AND SCHEDULE OF INSTALLATION. ANY CHANGES PROPOSED TO THE PLANS SHALL BE APPROVED BY OF INSTALLATION. ANY CHANGES PROPOSED TO THE PLANS SHALL BE APPROVED BY OF INSTALLATION. ANY CHANGES PROPOSED TO THE PLANS SHALL BE APPROVED BY INSTALLATION. ANY CHANGES PROPOSED TO THE PLANS SHALL BE APPROVED BY INSTALLATION. ANY CHANGES PROPOSED TO THE PLANS SHALL BE APPROVED BY ANY CHANGES PROPOSED TO THE PLANS SHALL BE APPROVED BY ANY CHANGES PROPOSED TO THE PLANS SHALL BE APPROVED BY CHANGES PROPOSED TO THE PLANS SHALL BE APPROVED BY CHANGES PROPOSED TO THE PLANS SHALL BE APPROVED BY PROPOSED TO THE PLANS SHALL BE APPROVED BY PROPOSED TO THE PLANS SHALL BE APPROVED BY TO THE PLANS SHALL BE APPROVED BY TO THE PLANS SHALL BE APPROVED BY THE PLANS SHALL BE APPROVED BY THE PLANS SHALL BE APPROVED BY PLANS SHALL BE APPROVED BY PLANS SHALL BE APPROVED BY SHALL BE APPROVED BY SHALL BE APPROVED BY BE APPROVED BY BE APPROVED BY APPROVED BY APPROVED BY BY BY THE CITY ENGINEER PRIOR TO INSTALLATION. 4. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT MANAGER AT (559) THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT MANAGER AT (559) (559) 897-5328 AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO ANY REPLACEMENT AND INSTALLATION AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO ANY REPLACEMENT AND INSTALLATION AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO ANY REPLACEMENT AND INSTALLATION LEAST FORTY-EIGHT (48) HOURS PRIOR TO ANY REPLACEMENT AND INSTALLATION LEAST FORTY-EIGHT (48) HOURS PRIOR TO ANY REPLACEMENT AND INSTALLATION FORTY-EIGHT (48) HOURS PRIOR TO ANY REPLACEMENT AND INSTALLATION FORTY-EIGHT (48) HOURS PRIOR TO ANY REPLACEMENT AND INSTALLATION (48) HOURS PRIOR TO ANY REPLACEMENT AND INSTALLATION (48) HOURS PRIOR TO ANY REPLACEMENT AND INSTALLATION HOURS PRIOR TO ANY REPLACEMENT AND INSTALLATION HOURS PRIOR TO ANY REPLACEMENT AND INSTALLATION PRIOR TO ANY REPLACEMENT AND INSTALLATION PRIOR TO ANY REPLACEMENT AND INSTALLATION TO ANY REPLACEMENT AND INSTALLATION TO ANY REPLACEMENT AND INSTALLATION ANY REPLACEMENT AND INSTALLATION ANY REPLACEMENT AND INSTALLATION REPLACEMENT AND INSTALLATION REPLACEMENT AND INSTALLATION AND INSTALLATION AND INSTALLATION INSTALLATION INSTALLATION OF WATER AND SEWER UTILITIES. THE UTILITIES MANAGER SHALL BE INFORMED OF ALL WATER AND SEWER UTILITIES. THE UTILITIES MANAGER SHALL BE INFORMED OF ALL WATER AND SEWER UTILITIES. THE UTILITIES MANAGER SHALL BE INFORMED OF ALL AND SEWER UTILITIES. THE UTILITIES MANAGER SHALL BE INFORMED OF ALL AND SEWER UTILITIES. THE UTILITIES MANAGER SHALL BE INFORMED OF ALL SEWER UTILITIES. THE UTILITIES MANAGER SHALL BE INFORMED OF ALL SEWER UTILITIES. THE UTILITIES MANAGER SHALL BE INFORMED OF ALL UTILITIES. THE UTILITIES MANAGER SHALL BE INFORMED OF ALL UTILITIES. THE UTILITIES MANAGER SHALL BE INFORMED OF ALL THE UTILITIES MANAGER SHALL BE INFORMED OF ALL THE UTILITIES MANAGER SHALL BE INFORMED OF ALL UTILITIES MANAGER SHALL BE INFORMED OF ALL UTILITIES MANAGER SHALL BE INFORMED OF ALL MANAGER SHALL BE INFORMED OF ALL MANAGER SHALL BE INFORMED OF ALL SHALL BE INFORMED OF ALL SHALL BE INFORMED OF ALL BE INFORMED OF ALL BE INFORMED OF ALL INFORMED OF ALL INFORMED OF ALL OF ALL OF ALL ALL ALL LOCATIONS, TYPES, DATES AND SCHEDULE OF CONSTRUCTION. 11. THE CONTRACTOR SHALL OBTAIN WRITTEN AUTHORIZATION FROM ANY ADJACENT PROPERTY THE CONTRACTOR SHALL OBTAIN WRITTEN AUTHORIZATION FROM ANY ADJACENT PROPERTY THE CONTRACTOR SHALL OBTAIN WRITTEN AUTHORIZATION FROM ANY ADJACENT PROPERTY CONTRACTOR SHALL OBTAIN WRITTEN AUTHORIZATION FROM ANY ADJACENT PROPERTY CONTRACTOR SHALL OBTAIN WRITTEN AUTHORIZATION FROM ANY ADJACENT PROPERTY SHALL OBTAIN WRITTEN AUTHORIZATION FROM ANY ADJACENT PROPERTY SHALL OBTAIN WRITTEN AUTHORIZATION FROM ANY ADJACENT PROPERTY OBTAIN WRITTEN AUTHORIZATION FROM ANY ADJACENT PROPERTY OBTAIN WRITTEN AUTHORIZATION FROM ANY ADJACENT PROPERTY WRITTEN AUTHORIZATION FROM ANY ADJACENT PROPERTY WRITTEN AUTHORIZATION FROM ANY ADJACENT PROPERTY AUTHORIZATION FROM ANY ADJACENT PROPERTY AUTHORIZATION FROM ANY ADJACENT PROPERTY FROM ANY ADJACENT PROPERTY FROM ANY ADJACENT PROPERTY ANY ADJACENT PROPERTY ANY ADJACENT PROPERTY ADJACENT PROPERTY ADJACENT PROPERTY PROPERTY PROPERTY OWNER GIVING HIM PERMISSION TO ENTER HIS PROPERTY FOR PURPOSES OF CONSTRUCTING GIVING HIM PERMISSION TO ENTER HIS PROPERTY FOR PURPOSES OF CONSTRUCTING GIVING HIM PERMISSION TO ENTER HIS PROPERTY FOR PURPOSES OF CONSTRUCTING HIM PERMISSION TO ENTER HIS PROPERTY FOR PURPOSES OF CONSTRUCTING HIM PERMISSION TO ENTER HIS PROPERTY FOR PURPOSES OF CONSTRUCTING PERMISSION TO ENTER HIS PROPERTY FOR PURPOSES OF CONSTRUCTING PERMISSION TO ENTER HIS PROPERTY FOR PURPOSES OF CONSTRUCTING TO ENTER HIS PROPERTY FOR PURPOSES OF CONSTRUCTING TO ENTER HIS PROPERTY FOR PURPOSES OF CONSTRUCTING ENTER HIS PROPERTY FOR PURPOSES OF CONSTRUCTING ENTER HIS PROPERTY FOR PURPOSES OF CONSTRUCTING HIS PROPERTY FOR PURPOSES OF CONSTRUCTING HIS PROPERTY FOR PURPOSES OF CONSTRUCTING PROPERTY FOR PURPOSES OF CONSTRUCTING PROPERTY FOR PURPOSES OF CONSTRUCTING FOR PURPOSES OF CONSTRUCTING FOR PURPOSES OF CONSTRUCTING PURPOSES OF CONSTRUCTING PURPOSES OF CONSTRUCTING OF CONSTRUCTING OF CONSTRUCTING CONSTRUCTING CONSTRUCTING THE IMPROVEMENTS DELINEATED ON THESE PLANS AND TRANSITIONS THERETO. THE CONTRACTOR SHALL PROVIDE THE CITY WITH A COPY PRIOR TO START OF WORK. 12. ANY DIRT OR DEBRIS TRACKED ONTO ANY CITY STREET FROM THIS PROJECT SHALL BE ANY DIRT OR DEBRIS TRACKED ONTO ANY CITY STREET FROM THIS PROJECT SHALL BE ANY DIRT OR DEBRIS TRACKED ONTO ANY CITY STREET FROM THIS PROJECT SHALL BE DIRT OR DEBRIS TRACKED ONTO ANY CITY STREET FROM THIS PROJECT SHALL BE DIRT OR DEBRIS TRACKED ONTO ANY CITY STREET FROM THIS PROJECT SHALL BE OR DEBRIS TRACKED ONTO ANY CITY STREET FROM THIS PROJECT SHALL BE OR DEBRIS TRACKED ONTO ANY CITY STREET FROM THIS PROJECT SHALL BE DEBRIS TRACKED ONTO ANY CITY STREET FROM THIS PROJECT SHALL BE DEBRIS TRACKED ONTO ANY CITY STREET FROM THIS PROJECT SHALL BE TRACKED ONTO ANY CITY STREET FROM THIS PROJECT SHALL BE TRACKED ONTO ANY CITY STREET FROM THIS PROJECT SHALL BE ONTO ANY CITY STREET FROM THIS PROJECT SHALL BE ONTO ANY CITY STREET FROM THIS PROJECT SHALL BE ANY CITY STREET FROM THIS PROJECT SHALL BE ANY CITY STREET FROM THIS PROJECT SHALL BE CITY STREET FROM THIS PROJECT SHALL BE CITY STREET FROM THIS PROJECT SHALL BE STREET FROM THIS PROJECT SHALL BE STREET FROM THIS PROJECT SHALL BE FROM THIS PROJECT SHALL BE FROM THIS PROJECT SHALL BE THIS PROJECT SHALL BE THIS PROJECT SHALL BE PROJECT SHALL BE PROJECT SHALL BE SHALL BE SHALL BE BE BE CLEANED OFF AT THE END OF EACH WORKING DAY TO THE SATISFACTION OF THE CITY. IN THE OFF AT THE END OF EACH WORKING DAY TO THE SATISFACTION OF THE CITY. IN THE OFF AT THE END OF EACH WORKING DAY TO THE SATISFACTION OF THE CITY. IN THE AT THE END OF EACH WORKING DAY TO THE SATISFACTION OF THE CITY. IN THE AT THE END OF EACH WORKING DAY TO THE SATISFACTION OF THE CITY. IN THE THE END OF EACH WORKING DAY TO THE SATISFACTION OF THE CITY. IN THE THE END OF EACH WORKING DAY TO THE SATISFACTION OF THE CITY. IN THE END OF EACH WORKING DAY TO THE SATISFACTION OF THE CITY. IN THE END OF EACH WORKING DAY TO THE SATISFACTION OF THE CITY. IN THE OF EACH WORKING DAY TO THE SATISFACTION OF THE CITY. IN THE OF EACH WORKING DAY TO THE SATISFACTION OF THE CITY. IN THE EACH WORKING DAY TO THE SATISFACTION OF THE CITY. IN THE EACH WORKING DAY TO THE SATISFACTION OF THE CITY. IN THE WORKING DAY TO THE SATISFACTION OF THE CITY. IN THE WORKING DAY TO THE SATISFACTION OF THE CITY. IN THE DAY TO THE SATISFACTION OF THE CITY. IN THE DAY TO THE SATISFACTION OF THE CITY. IN THE TO THE SATISFACTION OF THE CITY. IN THE TO THE SATISFACTION OF THE CITY. IN THE THE SATISFACTION OF THE CITY. IN THE THE SATISFACTION OF THE CITY. IN THE SATISFACTION OF THE CITY. IN THE SATISFACTION OF THE CITY. IN THE OF THE CITY. IN THE OF THE CITY. IN THE THE CITY. IN THE THE CITY. IN THE CITY. IN THE CITY. IN THE IN THE IN THE THE THE EVENT OF CONTRACTOR'S NON-PERFORMANCE AND THE CITY IS REQUIRED TO PROVIDE CLEAN OF CONTRACTOR'S NON-PERFORMANCE AND THE CITY IS REQUIRED TO PROVIDE CLEAN OF CONTRACTOR'S NON-PERFORMANCE AND THE CITY IS REQUIRED TO PROVIDE CLEAN CONTRACTOR'S NON-PERFORMANCE AND THE CITY IS REQUIRED TO PROVIDE CLEAN CONTRACTOR'S NON-PERFORMANCE AND THE CITY IS REQUIRED TO PROVIDE CLEAN NON-PERFORMANCE AND THE CITY IS REQUIRED TO PROVIDE CLEAN NON-PERFORMANCE AND THE CITY IS REQUIRED TO PROVIDE CLEAN AND THE CITY IS REQUIRED TO PROVIDE CLEAN AND THE CITY IS REQUIRED TO PROVIDE CLEAN THE CITY IS REQUIRED TO PROVIDE CLEAN THE CITY IS REQUIRED TO PROVIDE CLEAN CITY IS REQUIRED TO PROVIDE CLEAN CITY IS REQUIRED TO PROVIDE CLEAN IS REQUIRED TO PROVIDE CLEAN IS REQUIRED TO PROVIDE CLEAN REQUIRED TO PROVIDE CLEAN REQUIRED TO PROVIDE CLEAN TO PROVIDE CLEAN TO PROVIDE CLEAN PROVIDE CLEAN PROVIDE CLEAN CLEAN CLEAN UP OF DIRT OR DEBRIS, THE CONTRACTOR SHALL BE BILLED AT THREE (3) TIMES THE ACTUAL OF DIRT OR DEBRIS, THE CONTRACTOR SHALL BE BILLED AT THREE (3) TIMES THE ACTUAL OF DIRT OR DEBRIS, THE CONTRACTOR SHALL BE BILLED AT THREE (3) TIMES THE ACTUAL DIRT OR DEBRIS, THE CONTRACTOR SHALL BE BILLED AT THREE (3) TIMES THE ACTUAL DIRT OR DEBRIS, THE CONTRACTOR SHALL BE BILLED AT THREE (3) TIMES THE ACTUAL OR DEBRIS, THE CONTRACTOR SHALL BE BILLED AT THREE (3) TIMES THE ACTUAL OR DEBRIS, THE CONTRACTOR SHALL BE BILLED AT THREE (3) TIMES THE ACTUAL DEBRIS, THE CONTRACTOR SHALL BE BILLED AT THREE (3) TIMES THE ACTUAL DEBRIS, THE CONTRACTOR SHALL BE BILLED AT THREE (3) TIMES THE ACTUAL THE CONTRACTOR SHALL BE BILLED AT THREE (3) TIMES THE ACTUAL THE CONTRACTOR SHALL BE BILLED AT THREE (3) TIMES THE ACTUAL CONTRACTOR SHALL BE BILLED AT THREE (3) TIMES THE ACTUAL CONTRACTOR SHALL BE BILLED AT THREE (3) TIMES THE ACTUAL SHALL BE BILLED AT THREE (3) TIMES THE ACTUAL SHALL BE BILLED AT THREE (3) TIMES THE ACTUAL BE BILLED AT THREE (3) TIMES THE ACTUAL BE BILLED AT THREE (3) TIMES THE ACTUAL BILLED AT THREE (3) TIMES THE ACTUAL BILLED AT THREE (3) TIMES THE ACTUAL AT THREE (3) TIMES THE ACTUAL AT THREE (3) TIMES THE ACTUAL THREE (3) TIMES THE ACTUAL THREE (3) TIMES THE ACTUAL (3) TIMES THE ACTUAL (3) TIMES THE ACTUAL TIMES THE ACTUAL TIMES THE ACTUAL THE ACTUAL THE ACTUAL ACTUAL ACTUAL COST. 13. DURING THE SITE CONSTRUCTION, ANY PUBLIC STREETS FRONTING THE PROJECT SHALL BE DURING THE SITE CONSTRUCTION, ANY PUBLIC STREETS FRONTING THE PROJECT SHALL BE DURING THE SITE CONSTRUCTION, ANY PUBLIC STREETS FRONTING THE PROJECT SHALL BE THE SITE CONSTRUCTION, ANY PUBLIC STREETS FRONTING THE PROJECT SHALL BE THE SITE CONSTRUCTION, ANY PUBLIC STREETS FRONTING THE PROJECT SHALL BE SITE CONSTRUCTION, ANY PUBLIC STREETS FRONTING THE PROJECT SHALL BE SITE CONSTRUCTION, ANY PUBLIC STREETS FRONTING THE PROJECT SHALL BE CONSTRUCTION, ANY PUBLIC STREETS FRONTING THE PROJECT SHALL BE CONSTRUCTION, ANY PUBLIC STREETS FRONTING THE PROJECT SHALL BE ANY PUBLIC STREETS FRONTING THE PROJECT SHALL BE ANY PUBLIC STREETS FRONTING THE PROJECT SHALL BE PUBLIC STREETS FRONTING THE PROJECT SHALL BE PUBLIC STREETS FRONTING THE PROJECT SHALL BE STREETS FRONTING THE PROJECT SHALL BE STREETS FRONTING THE PROJECT SHALL BE FRONTING THE PROJECT SHALL BE FRONTING THE PROJECT SHALL BE THE PROJECT SHALL BE THE PROJECT SHALL BE PROJECT SHALL BE PROJECT SHALL BE SHALL BE SHALL BE BE BE KEPT CLEAR OF ANY CONSTRUCTION OR LANDSCAPING DEBRIS AND SHALL NOT BE USED AS CLEAR OF ANY CONSTRUCTION OR LANDSCAPING DEBRIS AND SHALL NOT BE USED AS CLEAR OF ANY CONSTRUCTION OR LANDSCAPING DEBRIS AND SHALL NOT BE USED AS OF ANY CONSTRUCTION OR LANDSCAPING DEBRIS AND SHALL NOT BE USED AS OF ANY CONSTRUCTION OR LANDSCAPING DEBRIS AND SHALL NOT BE USED AS ANY CONSTRUCTION OR LANDSCAPING DEBRIS AND SHALL NOT BE USED AS ANY CONSTRUCTION OR LANDSCAPING DEBRIS AND SHALL NOT BE USED AS CONSTRUCTION OR LANDSCAPING DEBRIS AND SHALL NOT BE USED AS CONSTRUCTION OR LANDSCAPING DEBRIS AND SHALL NOT BE USED AS OR LANDSCAPING DEBRIS AND SHALL NOT BE USED AS OR LANDSCAPING DEBRIS AND SHALL NOT BE USED AS LANDSCAPING DEBRIS AND SHALL NOT BE USED AS LANDSCAPING DEBRIS AND SHALL NOT BE USED AS DEBRIS AND SHALL NOT BE USED AS DEBRIS AND SHALL NOT BE USED AS AND SHALL NOT BE USED AS AND SHALL NOT BE USED AS SHALL NOT BE USED AS SHALL NOT BE USED AS NOT BE USED AS NOT BE USED AS BE USED AS BE USED AS USED AS USED AS AS AS STORAGE AREA FOR EQUIPMENT, MATERIALS OR OTHER ITEMS. LIABILITIES 14. THESE PLANS ARE CHECKED BY THE LOCAL JURISDICTION, BUT SUCH CHECKING AND/OR THESE PLANS ARE CHECKED BY THE LOCAL JURISDICTION, BUT SUCH CHECKING AND/OR THESE PLANS ARE CHECKED BY THE LOCAL JURISDICTION, BUT SUCH CHECKING AND/OR PLANS ARE CHECKED BY THE LOCAL JURISDICTION, BUT SUCH CHECKING AND/OR PLANS ARE CHECKED BY THE LOCAL JURISDICTION, BUT SUCH CHECKING AND/OR ARE CHECKED BY THE LOCAL JURISDICTION, BUT SUCH CHECKING AND/OR ARE CHECKED BY THE LOCAL JURISDICTION, BUT SUCH CHECKING AND/OR CHECKED BY THE LOCAL JURISDICTION, BUT SUCH CHECKING AND/OR CHECKED BY THE LOCAL JURISDICTION, BUT SUCH CHECKING AND/OR BY THE LOCAL JURISDICTION, BUT SUCH CHECKING AND/OR BY THE LOCAL JURISDICTION, BUT SUCH CHECKING AND/OR THE LOCAL JURISDICTION, BUT SUCH CHECKING AND/OR THE LOCAL JURISDICTION, BUT SUCH CHECKING AND/OR LOCAL JURISDICTION, BUT SUCH CHECKING AND/OR LOCAL JURISDICTION, BUT SUCH CHECKING AND/OR JURISDICTION, BUT SUCH CHECKING AND/OR JURISDICTION, BUT SUCH CHECKING AND/OR BUT SUCH CHECKING AND/OR BUT SUCH CHECKING AND/OR SUCH CHECKING AND/OR SUCH CHECKING AND/OR CHECKING AND/OR CHECKING AND/OR AND/OR AND/OR APPROVAL DOES NOT RELIEVE THE ENGINEER, DEVELOPER, AND CONTRACTOR FROM HIS/HER DOES NOT RELIEVE THE ENGINEER, DEVELOPER, AND CONTRACTOR FROM HIS/HER DOES NOT RELIEVE THE ENGINEER, DEVELOPER, AND CONTRACTOR FROM HIS/HER NOT RELIEVE THE ENGINEER, DEVELOPER, AND CONTRACTOR FROM HIS/HER NOT RELIEVE THE ENGINEER, DEVELOPER, AND CONTRACTOR FROM HIS/HER RELIEVE THE ENGINEER, DEVELOPER, AND CONTRACTOR FROM HIS/HER RELIEVE THE ENGINEER, DEVELOPER, AND CONTRACTOR FROM HIS/HER THE ENGINEER, DEVELOPER, AND CONTRACTOR FROM HIS/HER THE ENGINEER, DEVELOPER, AND CONTRACTOR FROM HIS/HER ENGINEER, DEVELOPER, AND CONTRACTOR FROM HIS/HER ENGINEER, DEVELOPER, AND CONTRACTOR FROM HIS/HER DEVELOPER, AND CONTRACTOR FROM HIS/HER DEVELOPER, AND CONTRACTOR FROM HIS/HER AND CONTRACTOR FROM HIS/HER AND CONTRACTOR FROM HIS/HER CONTRACTOR FROM HIS/HER CONTRACTOR FROM HIS/HER FROM HIS/HER FROM HIS/HER HIS/HER HIS/HER RESPONSIBILITY TO CORRECT ERRORS, OMISSIONS OR MAKE CHANGES REQUIRED BY CONDITIONS TO CORRECT ERRORS, OMISSIONS OR MAKE CHANGES REQUIRED BY CONDITIONS TO CORRECT ERRORS, OMISSIONS OR MAKE CHANGES REQUIRED BY CONDITIONS CORRECT ERRORS, OMISSIONS OR MAKE CHANGES REQUIRED BY CONDITIONS CORRECT ERRORS, OMISSIONS OR MAKE CHANGES REQUIRED BY CONDITIONS ERRORS, OMISSIONS OR MAKE CHANGES REQUIRED BY CONDITIONS ERRORS, OMISSIONS OR MAKE CHANGES REQUIRED BY CONDITIONS OMISSIONS OR MAKE CHANGES REQUIRED BY CONDITIONS OMISSIONS OR MAKE CHANGES REQUIRED BY CONDITIONS OR MAKE CHANGES REQUIRED BY CONDITIONS OR MAKE CHANGES REQUIRED BY CONDITIONS MAKE CHANGES REQUIRED BY CONDITIONS MAKE CHANGES REQUIRED BY CONDITIONS CHANGES REQUIRED BY CONDITIONS CHANGES REQUIRED BY CONDITIONS REQUIRED BY CONDITIONS REQUIRED BY CONDITIONS BY CONDITIONS BY CONDITIONS CONDITIONS CONDITIONS DISCOVERED IN THE FIELD DURING THE COURSE OF CONSTRUCTION. THE CONTRACTOR SHALL IN THE FIELD DURING THE COURSE OF CONSTRUCTION. THE CONTRACTOR SHALL IN THE FIELD DURING THE COURSE OF CONSTRUCTION. THE CONTRACTOR SHALL THE FIELD DURING THE COURSE OF CONSTRUCTION. THE CONTRACTOR SHALL THE FIELD DURING THE COURSE OF CONSTRUCTION. THE CONTRACTOR SHALL FIELD DURING THE COURSE OF CONSTRUCTION. THE CONTRACTOR SHALL FIELD DURING THE COURSE OF CONSTRUCTION. THE CONTRACTOR SHALL DURING THE COURSE OF CONSTRUCTION. THE CONTRACTOR SHALL DURING THE COURSE OF CONSTRUCTION. THE CONTRACTOR SHALL THE COURSE OF CONSTRUCTION. THE CONTRACTOR SHALL THE COURSE OF CONSTRUCTION. THE CONTRACTOR SHALL COURSE OF CONSTRUCTION. THE CONTRACTOR SHALL COURSE OF CONSTRUCTION. THE CONTRACTOR SHALL OF CONSTRUCTION. THE CONTRACTOR SHALL OF CONSTRUCTION. THE CONTRACTOR SHALL CONSTRUCTION. THE CONTRACTOR SHALL CONSTRUCTION. THE CONTRACTOR SHALL THE CONTRACTOR SHALL THE CONTRACTOR SHALL CONTRACTOR SHALL CONTRACTOR SHALL SHALL SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY ERRORS FOUND IN THESE PLANS OR NOTIFY THE ENGINEER OF ANY ERRORS FOUND IN THESE PLANS OR NOTIFY THE ENGINEER OF ANY ERRORS FOUND IN THESE PLANS OR THE ENGINEER OF ANY ERRORS FOUND IN THESE PLANS OR THE ENGINEER OF ANY ERRORS FOUND IN THESE PLANS OR ENGINEER OF ANY ERRORS FOUND IN THESE PLANS OR ENGINEER OF ANY ERRORS FOUND IN THESE PLANS OR OF ANY ERRORS FOUND IN THESE PLANS OR OF ANY ERRORS FOUND IN THESE PLANS OR ANY ERRORS FOUND IN THESE PLANS OR ANY ERRORS FOUND IN THESE PLANS OR ERRORS FOUND IN THESE PLANS OR ERRORS FOUND IN THESE PLANS OR FOUND IN THESE PLANS OR FOUND IN THESE PLANS OR IN THESE PLANS OR IN THESE PLANS OR THESE PLANS OR THESE PLANS OR PLANS OR PLANS OR OR OR CONSTRUCTION STAKING DISCREPANCIES. 15. ANY EXISTING SECTION CORNER, QUARTER SECTION CORNER, PROPERTY CORNER, STREET ANY EXISTING SECTION CORNER, QUARTER SECTION CORNER, PROPERTY CORNER, STREET ANY EXISTING SECTION CORNER, QUARTER SECTION CORNER, PROPERTY CORNER, STREET EXISTING SECTION CORNER, QUARTER SECTION CORNER, PROPERTY CORNER, STREET EXISTING SECTION CORNER, QUARTER SECTION CORNER, PROPERTY CORNER, STREET SECTION CORNER, QUARTER SECTION CORNER, PROPERTY CORNER, STREET SECTION CORNER, QUARTER SECTION CORNER, PROPERTY CORNER, STREET CORNER, QUARTER SECTION CORNER, PROPERTY CORNER, STREET CORNER, QUARTER SECTION CORNER, PROPERTY CORNER, STREET QUARTER SECTION CORNER, PROPERTY CORNER, STREET QUARTER SECTION CORNER, PROPERTY CORNER, STREET SECTION CORNER, PROPERTY CORNER, STREET SECTION CORNER, PROPERTY CORNER, STREET CORNER, PROPERTY CORNER, STREET CORNER, PROPERTY CORNER, STREET PROPERTY CORNER, STREET PROPERTY CORNER, STREET CORNER, STREET CORNER, STREET STREET STREET CENTERLINE MONUMENT, OR ANY OFFICIAL BENCH MARK DAMAGED BY THE CONTRACTOR IN THE MONUMENT, OR ANY OFFICIAL BENCH MARK DAMAGED BY THE CONTRACTOR IN THE MONUMENT, OR ANY OFFICIAL BENCH MARK DAMAGED BY THE CONTRACTOR IN THE OR ANY OFFICIAL BENCH MARK DAMAGED BY THE CONTRACTOR IN THE OR ANY OFFICIAL BENCH MARK DAMAGED BY THE CONTRACTOR IN THE ANY OFFICIAL BENCH MARK DAMAGED BY THE CONTRACTOR IN THE ANY OFFICIAL BENCH MARK DAMAGED BY THE CONTRACTOR IN THE OFFICIAL BENCH MARK DAMAGED BY THE CONTRACTOR IN THE OFFICIAL BENCH MARK DAMAGED BY THE CONTRACTOR IN THE BENCH MARK DAMAGED BY THE CONTRACTOR IN THE BENCH MARK DAMAGED BY THE CONTRACTOR IN THE MARK DAMAGED BY THE CONTRACTOR IN THE MARK DAMAGED BY THE CONTRACTOR IN THE DAMAGED BY THE CONTRACTOR IN THE DAMAGED BY THE CONTRACTOR IN THE BY THE CONTRACTOR IN THE BY THE CONTRACTOR IN THE THE CONTRACTOR IN THE THE CONTRACTOR IN THE CONTRACTOR IN THE CONTRACTOR IN THE IN THE IN THE THE THE COURSE OF THE WORK COVERED BY THESE CONSTRUCTION PLANS, SHALL BE RESET TO THE OF THE WORK COVERED BY THESE CONSTRUCTION PLANS, SHALL BE RESET TO THE OF THE WORK COVERED BY THESE CONSTRUCTION PLANS, SHALL BE RESET TO THE THE WORK COVERED BY THESE CONSTRUCTION PLANS, SHALL BE RESET TO THE THE WORK COVERED BY THESE CONSTRUCTION PLANS, SHALL BE RESET TO THE WORK COVERED BY THESE CONSTRUCTION PLANS, SHALL BE RESET TO THE WORK COVERED BY THESE CONSTRUCTION PLANS, SHALL BE RESET TO THE COVERED BY THESE CONSTRUCTION PLANS, SHALL BE RESET TO THE COVERED BY THESE CONSTRUCTION PLANS, SHALL BE RESET TO THE BY THESE CONSTRUCTION PLANS, SHALL BE RESET TO THE BY THESE CONSTRUCTION PLANS, SHALL BE RESET TO THE THESE CONSTRUCTION PLANS, SHALL BE RESET TO THE THESE CONSTRUCTION PLANS, SHALL BE RESET TO THE CONSTRUCTION PLANS, SHALL BE RESET TO THE CONSTRUCTION PLANS, SHALL BE RESET TO THE PLANS, SHALL BE RESET TO THE PLANS, SHALL BE RESET TO THE SHALL BE RESET TO THE SHALL BE RESET TO THE BE RESET TO THE BE RESET TO THE RESET TO THE RESET TO THE TO THE TO THE THE THE SATISFACTION OF THE CITY ENGINEER. A LICENSED LAND SURVEYOR OR CIVIL ENGINEER OF THE CITY ENGINEER. A LICENSED LAND SURVEYOR OR CIVIL ENGINEER OF THE CITY ENGINEER. A LICENSED LAND SURVEYOR OR CIVIL ENGINEER THE CITY ENGINEER. A LICENSED LAND SURVEYOR OR CIVIL ENGINEER THE CITY ENGINEER. A LICENSED LAND SURVEYOR OR CIVIL ENGINEER CITY ENGINEER. A LICENSED LAND SURVEYOR OR CIVIL ENGINEER CITY ENGINEER. A LICENSED LAND SURVEYOR OR CIVIL ENGINEER ENGINEER. A LICENSED LAND SURVEYOR OR CIVIL ENGINEER ENGINEER. A LICENSED LAND SURVEYOR OR CIVIL ENGINEER A LICENSED LAND SURVEYOR OR CIVIL ENGINEER A LICENSED LAND SURVEYOR OR CIVIL ENGINEER LICENSED LAND SURVEYOR OR CIVIL ENGINEER LICENSED LAND SURVEYOR OR CIVIL ENGINEER LAND SURVEYOR OR CIVIL ENGINEER LAND SURVEYOR OR CIVIL ENGINEER SURVEYOR OR CIVIL ENGINEER SURVEYOR OR CIVIL ENGINEER OR CIVIL ENGINEER OR CIVIL ENGINEER CIVIL ENGINEER CIVIL ENGINEER ENGINEER ENGINEER LICENSED TO PERFORM LAND SURVEYING SHALL CERTIFY THE PLACEMENT OR REPLACEMENT OF TO PERFORM LAND SURVEYING SHALL CERTIFY THE PLACEMENT OR REPLACEMENT OF TO PERFORM LAND SURVEYING SHALL CERTIFY THE PLACEMENT OR REPLACEMENT OF PERFORM LAND SURVEYING SHALL CERTIFY THE PLACEMENT OR REPLACEMENT OF PERFORM LAND SURVEYING SHALL CERTIFY THE PLACEMENT OR REPLACEMENT OF LAND SURVEYING SHALL CERTIFY THE PLACEMENT OR REPLACEMENT OF LAND SURVEYING SHALL CERTIFY THE PLACEMENT OR REPLACEMENT OF SURVEYING SHALL CERTIFY THE PLACEMENT OR REPLACEMENT OF SURVEYING SHALL CERTIFY THE PLACEMENT OR REPLACEMENT OF SHALL CERTIFY THE PLACEMENT OR REPLACEMENT OF SHALL CERTIFY THE PLACEMENT OR REPLACEMENT OF CERTIFY THE PLACEMENT OR REPLACEMENT OF CERTIFY THE PLACEMENT OR REPLACEMENT OF THE PLACEMENT OR REPLACEMENT OF THE PLACEMENT OR REPLACEMENT OF PLACEMENT OR REPLACEMENT OF PLACEMENT OR REPLACEMENT OF OR REPLACEMENT OF OR REPLACEMENT OF REPLACEMENT OF REPLACEMENT OF OF OF ALL MONUMENTS AND BENCHMARKS IN ACCORDANCE WITH ALL LAWS, RULES AND REGULATIONS MONUMENTS AND BENCHMARKS IN ACCORDANCE WITH ALL LAWS, RULES AND REGULATIONS MONUMENTS AND BENCHMARKS IN ACCORDANCE WITH ALL LAWS, RULES AND REGULATIONS AND BENCHMARKS IN ACCORDANCE WITH ALL LAWS, RULES AND REGULATIONS AND BENCHMARKS IN ACCORDANCE WITH ALL LAWS, RULES AND REGULATIONS BENCHMARKS IN ACCORDANCE WITH ALL LAWS, RULES AND REGULATIONS BENCHMARKS IN ACCORDANCE WITH ALL LAWS, RULES AND REGULATIONS IN ACCORDANCE WITH ALL LAWS, RULES AND REGULATIONS IN ACCORDANCE WITH ALL LAWS, RULES AND REGULATIONS ACCORDANCE WITH ALL LAWS, RULES AND REGULATIONS ACCORDANCE WITH ALL LAWS, RULES AND REGULATIONS WITH ALL LAWS, RULES AND REGULATIONS WITH ALL LAWS, RULES AND REGULATIONS ALL LAWS, RULES AND REGULATIONS ALL LAWS, RULES AND REGULATIONS LAWS, RULES AND REGULATIONS LAWS, RULES AND REGULATIONS RULES AND REGULATIONS RULES AND REGULATIONS AND REGULATIONS AND REGULATIONS REGULATIONS REGULATIONS GOVERNING SUCH PLACEMENTS OR REPLACEMENTS. PLACEMENT/REPLACEMENT AND SUCH PLACEMENTS OR REPLACEMENTS. PLACEMENT/REPLACEMENT AND SUCH PLACEMENTS OR REPLACEMENTS. PLACEMENT/REPLACEMENT AND PLACEMENTS OR REPLACEMENTS. PLACEMENT/REPLACEMENT AND PLACEMENTS OR REPLACEMENTS. PLACEMENT/REPLACEMENT AND OR REPLACEMENTS. PLACEMENT/REPLACEMENT AND OR REPLACEMENTS. PLACEMENT/REPLACEMENT AND REPLACEMENTS. PLACEMENT/REPLACEMENT AND REPLACEMENTS. PLACEMENT/REPLACEMENT AND PLACEMENT/REPLACEMENT AND PLACEMENT/REPLACEMENT AND AND AND CERTIFICATION SHALL BE COMPLETED BEFORE FINAL ACCEPTANCE OF THE PROJECT/WORK BY SHALL BE COMPLETED BEFORE FINAL ACCEPTANCE OF THE PROJECT/WORK BY SHALL BE COMPLETED BEFORE FINAL ACCEPTANCE OF THE PROJECT/WORK BY BE COMPLETED BEFORE FINAL ACCEPTANCE OF THE PROJECT/WORK BY BE COMPLETED BEFORE FINAL ACCEPTANCE OF THE PROJECT/WORK BY COMPLETED BEFORE FINAL ACCEPTANCE OF THE PROJECT/WORK BY COMPLETED BEFORE FINAL ACCEPTANCE OF THE PROJECT/WORK BY BEFORE FINAL ACCEPTANCE OF THE PROJECT/WORK BY BEFORE FINAL ACCEPTANCE OF THE PROJECT/WORK BY FINAL ACCEPTANCE OF THE PROJECT/WORK BY FINAL ACCEPTANCE OF THE PROJECT/WORK BY ACCEPTANCE OF THE PROJECT/WORK BY ACCEPTANCE OF THE PROJECT/WORK BY OF THE PROJECT/WORK BY OF THE PROJECT/WORK BY THE PROJECT/WORK BY THE PROJECT/WORK BY PROJECT/WORK BY PROJECT/WORK BY BY BY THE CITY. BRASS CAPS REQUIRED FOR THE INSTALLATION OF NEW OR REPLACEMENT CITY. BRASS CAPS REQUIRED FOR THE INSTALLATION OF NEW OR REPLACEMENT CITY. BRASS CAPS REQUIRED FOR THE INSTALLATION OF NEW OR REPLACEMENT BRASS CAPS REQUIRED FOR THE INSTALLATION OF NEW OR REPLACEMENT BRASS CAPS REQUIRED FOR THE INSTALLATION OF NEW OR REPLACEMENT CAPS REQUIRED FOR THE INSTALLATION OF NEW OR REPLACEMENT CAPS REQUIRED FOR THE INSTALLATION OF NEW OR REPLACEMENT REQUIRED FOR THE INSTALLATION OF NEW OR REPLACEMENT REQUIRED FOR THE INSTALLATION OF NEW OR REPLACEMENT FOR THE INSTALLATION OF NEW OR REPLACEMENT FOR THE INSTALLATION OF NEW OR REPLACEMENT THE INSTALLATION OF NEW OR REPLACEMENT THE INSTALLATION OF NEW OR REPLACEMENT INSTALLATION OF NEW OR REPLACEMENT INSTALLATION OF NEW OR REPLACEMENT OF NEW OR REPLACEMENT OF NEW OR REPLACEMENT NEW OR REPLACEMENT NEW OR REPLACEMENT OR REPLACEMENT OR REPLACEMENT REPLACEMENT REPLACEMENT MONUMENTS SHALL BE FURNISHED BY THE CONTRACTOR PER CITY STANDARD DRAWING NO. SHALL BE FURNISHED BY THE CONTRACTOR PER CITY STANDARD DRAWING NO. SHALL BE FURNISHED BY THE CONTRACTOR PER CITY STANDARD DRAWING NO. BE FURNISHED BY THE CONTRACTOR PER CITY STANDARD DRAWING NO. BE FURNISHED BY THE CONTRACTOR PER CITY STANDARD DRAWING NO. FURNISHED BY THE CONTRACTOR PER CITY STANDARD DRAWING NO. FURNISHED BY THE CONTRACTOR PER CITY STANDARD DRAWING NO. BY THE CONTRACTOR PER CITY STANDARD DRAWING NO. BY THE CONTRACTOR PER CITY STANDARD DRAWING NO. THE CONTRACTOR PER CITY STANDARD DRAWING NO. THE CONTRACTOR PER CITY STANDARD DRAWING NO. CONTRACTOR PER CITY STANDARD DRAWING NO. CONTRACTOR PER CITY STANDARD DRAWING NO. PER CITY STANDARD DRAWING NO. PER CITY STANDARD DRAWING NO. CITY STANDARD DRAWING NO. CITY STANDARD DRAWING NO. STANDARD DRAWING NO. STANDARD DRAWING NO. DRAWING NO. DRAWING NO. NO. NO. ST-32, AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 16. ANY EXISTING SIGNING, STRIPING, AND STENCILING AND/OR IMPROVEMENT SHOWN ON THE ANY EXISTING SIGNING, STRIPING, AND STENCILING AND/OR IMPROVEMENT SHOWN ON THE ANY EXISTING SIGNING, STRIPING, AND STENCILING AND/OR IMPROVEMENT SHOWN ON THE EXISTING SIGNING, STRIPING, AND STENCILING AND/OR IMPROVEMENT SHOWN ON THE EXISTING SIGNING, STRIPING, AND STENCILING AND/OR IMPROVEMENT SHOWN ON THE SIGNING, STRIPING, AND STENCILING AND/OR IMPROVEMENT SHOWN ON THE SIGNING, STRIPING, AND STENCILING AND/OR IMPROVEMENT SHOWN ON THE STRIPING, AND STENCILING AND/OR IMPROVEMENT SHOWN ON THE STRIPING, AND STENCILING AND/OR IMPROVEMENT SHOWN ON THE AND STENCILING AND/OR IMPROVEMENT SHOWN ON THE AND STENCILING AND/OR IMPROVEMENT SHOWN ON THE STENCILING AND/OR IMPROVEMENT SHOWN ON THE STENCILING AND/OR IMPROVEMENT SHOWN ON THE AND/OR IMPROVEMENT SHOWN ON THE AND/OR IMPROVEMENT SHOWN ON THE IMPROVEMENT SHOWN ON THE IMPROVEMENT SHOWN ON THE SHOWN ON THE SHOWN ON THE ON THE ON THE THE THE PLANS TO REMAIN BUT ARE DAMAGED, DISTURBED OR FADED BY CONSTRUCTION ACTIVITIES TO REMAIN BUT ARE DAMAGED, DISTURBED OR FADED BY CONSTRUCTION ACTIVITIES TO REMAIN BUT ARE DAMAGED, DISTURBED OR FADED BY CONSTRUCTION ACTIVITIES REMAIN BUT ARE DAMAGED, DISTURBED OR FADED BY CONSTRUCTION ACTIVITIES REMAIN BUT ARE DAMAGED, DISTURBED OR FADED BY CONSTRUCTION ACTIVITIES BUT ARE DAMAGED, DISTURBED OR FADED BY CONSTRUCTION ACTIVITIES BUT ARE DAMAGED, DISTURBED OR FADED BY CONSTRUCTION ACTIVITIES ARE DAMAGED, DISTURBED OR FADED BY CONSTRUCTION ACTIVITIES ARE DAMAGED, DISTURBED OR FADED BY CONSTRUCTION ACTIVITIES DAMAGED, DISTURBED OR FADED BY CONSTRUCTION ACTIVITIES DAMAGED, DISTURBED OR FADED BY CONSTRUCTION ACTIVITIES DISTURBED OR FADED BY CONSTRUCTION ACTIVITIES DISTURBED OR FADED BY CONSTRUCTION ACTIVITIES OR FADED BY CONSTRUCTION ACTIVITIES OR FADED BY CONSTRUCTION ACTIVITIES FADED BY CONSTRUCTION ACTIVITIES FADED BY CONSTRUCTION ACTIVITIES BY CONSTRUCTION ACTIVITIES BY CONSTRUCTION ACTIVITIES CONSTRUCTION ACTIVITIES CONSTRUCTION ACTIVITIES ACTIVITIES ACTIVITIES SHALL BE REPLACED IN-KIND IN ACCORDANCE WITH THE CITY OF KINGSBURG STANDARD AND BE REPLACED IN-KIND IN ACCORDANCE WITH THE CITY OF KINGSBURG STANDARD AND BE REPLACED IN-KIND IN ACCORDANCE WITH THE CITY OF KINGSBURG STANDARD AND REPLACED IN-KIND IN ACCORDANCE WITH THE CITY OF KINGSBURG STANDARD AND REPLACED IN-KIND IN ACCORDANCE WITH THE CITY OF KINGSBURG STANDARD AND IN-KIND IN ACCORDANCE WITH THE CITY OF KINGSBURG STANDARD AND IN-KIND IN ACCORDANCE WITH THE CITY OF KINGSBURG STANDARD AND IN ACCORDANCE WITH THE CITY OF KINGSBURG STANDARD AND IN ACCORDANCE WITH THE CITY OF KINGSBURG STANDARD AND ACCORDANCE WITH THE CITY OF KINGSBURG STANDARD AND ACCORDANCE WITH THE CITY OF KINGSBURG STANDARD AND WITH THE CITY OF KINGSBURG STANDARD AND WITH THE CITY OF KINGSBURG STANDARD AND THE CITY OF KINGSBURG STANDARD AND THE CITY OF KINGSBURG STANDARD AND CITY OF KINGSBURG STANDARD AND CITY OF KINGSBURG STANDARD AND OF KINGSBURG STANDARD AND OF KINGSBURG STANDARD AND KINGSBURG STANDARD AND KINGSBURG STANDARD AND STANDARD AND STANDARD AND AND AND AS DIRECTED BY THE CITY ENGINEER. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DIRECTED BY THE CITY ENGINEER. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DIRECTED BY THE CITY ENGINEER. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS BY THE CITY ENGINEER. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS BY THE CITY ENGINEER. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS THE CITY ENGINEER. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS THE CITY ENGINEER. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS CITY ENGINEER. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS CITY ENGINEER. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS ENGINEER. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS ENGINEER. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS SHALL NOTIFY THE PUBLIC WORKS SHALL NOTIFY THE PUBLIC WORKS NOTIFY THE PUBLIC WORKS NOTIFY THE PUBLIC WORKS THE PUBLIC WORKS THE PUBLIC WORKS PUBLIC WORKS PUBLIC WORKS WORKS WORKS MANAGER AT (559) 897-5328 AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO INSTALLING OR AT (559) 897-5328 AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO INSTALLING OR AT (559) 897-5328 AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO INSTALLING OR (559) 897-5328 AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO INSTALLING OR (559) 897-5328 AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO INSTALLING OR 897-5328 AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO INSTALLING OR 897-5328 AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO INSTALLING OR AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO INSTALLING OR AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO INSTALLING OR LEAST FORTY-EIGHT (48) HOURS PRIOR TO INSTALLING OR LEAST FORTY-EIGHT (48) HOURS PRIOR TO INSTALLING OR FORTY-EIGHT (48) HOURS PRIOR TO INSTALLING OR FORTY-EIGHT (48) HOURS PRIOR TO INSTALLING OR (48) HOURS PRIOR TO INSTALLING OR (48) HOURS PRIOR TO INSTALLING OR HOURS PRIOR TO INSTALLING OR HOURS PRIOR TO INSTALLING OR PRIOR TO INSTALLING OR PRIOR TO INSTALLING OR TO INSTALLING OR TO INSTALLING OR INSTALLING OR INSTALLING OR OR OR REINSTALLING ANY SIGNS, MARKINGS, STRIPING OR STENCILING SUCH AS DIRECTIONAL ARROWS, ANY SIGNS, MARKINGS, STRIPING OR STENCILING SUCH AS DIRECTIONAL ARROWS, ANY SIGNS, MARKINGS, STRIPING OR STENCILING SUCH AS DIRECTIONAL ARROWS, SIGNS, MARKINGS, STRIPING OR STENCILING SUCH AS DIRECTIONAL ARROWS, SIGNS, MARKINGS, STRIPING OR STENCILING SUCH AS DIRECTIONAL ARROWS, MARKINGS, STRIPING OR STENCILING SUCH AS DIRECTIONAL ARROWS, MARKINGS, STRIPING OR STENCILING SUCH AS DIRECTIONAL ARROWS, STRIPING OR STENCILING SUCH AS DIRECTIONAL ARROWS, STRIPING OR STENCILING SUCH AS DIRECTIONAL ARROWS, OR STENCILING SUCH AS DIRECTIONAL ARROWS, OR STENCILING SUCH AS DIRECTIONAL ARROWS, STENCILING SUCH AS DIRECTIONAL ARROWS, STENCILING SUCH AS DIRECTIONAL ARROWS, SUCH AS DIRECTIONAL ARROWS, SUCH AS DIRECTIONAL ARROWS, AS DIRECTIONAL ARROWS, AS DIRECTIONAL ARROWS, DIRECTIONAL ARROWS, DIRECTIONAL ARROWS, ARROWS, ARROWS, STOPS, CROSS WALKS, ETC. DAMAGED OR FADED BY THE WORK. 17. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL EXISTING STRUCTURES, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL EXISTING STRUCTURES, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL EXISTING STRUCTURES, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL EXISTING STRUCTURES, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL EXISTING STRUCTURES, BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL EXISTING STRUCTURES, BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL EXISTING STRUCTURES, THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL EXISTING STRUCTURES, THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL EXISTING STRUCTURES, RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL EXISTING STRUCTURES, RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL EXISTING STRUCTURES, OF THE CONTRACTOR TO REMOVE ALL EXISTING STRUCTURES, OF THE CONTRACTOR TO REMOVE ALL EXISTING STRUCTURES, THE CONTRACTOR TO REMOVE ALL EXISTING STRUCTURES, THE CONTRACTOR TO REMOVE ALL EXISTING STRUCTURES, CONTRACTOR TO REMOVE ALL EXISTING STRUCTURES, CONTRACTOR TO REMOVE ALL EXISTING STRUCTURES, TO REMOVE ALL EXISTING STRUCTURES, TO REMOVE ALL EXISTING STRUCTURES, REMOVE ALL EXISTING STRUCTURES, REMOVE ALL EXISTING STRUCTURES, ALL EXISTING STRUCTURES, ALL EXISTING STRUCTURES, EXISTING STRUCTURES, EXISTING STRUCTURES, STRUCTURES, STRUCTURES, TREES, SHRUBS, ETC., THAT ARE ON EXISTING OR PROPOSED RIGHT-OF-WAY LINES, SHRUBS, ETC., THAT ARE ON EXISTING OR PROPOSED RIGHT-OF-WAY LINES, SHRUBS, ETC., THAT ARE ON EXISTING OR PROPOSED RIGHT-OF-WAY LINES, ETC., THAT ARE ON EXISTING OR PROPOSED RIGHT-OF-WAY LINES, ETC., THAT ARE ON EXISTING OR PROPOSED RIGHT-OF-WAY LINES, THAT ARE ON EXISTING OR PROPOSED RIGHT-OF-WAY LINES, THAT ARE ON EXISTING OR PROPOSED RIGHT-OF-WAY LINES, ARE ON EXISTING OR PROPOSED RIGHT-OF-WAY LINES, ARE ON EXISTING OR PROPOSED RIGHT-OF-WAY LINES, ON EXISTING OR PROPOSED RIGHT-OF-WAY LINES, ON EXISTING OR PROPOSED RIGHT-OF-WAY LINES, EXISTING OR PROPOSED RIGHT-OF-WAY LINES, EXISTING OR PROPOSED RIGHT-OF-WAY LINES, OR PROPOSED RIGHT-OF-WAY LINES, OR PROPOSED RIGHT-OF-WAY LINES, PROPOSED RIGHT-OF-WAY LINES, PROPOSED RIGHT-OF-WAY LINES, RIGHT-OF-WAY LINES, RIGHT-OF-WAY LINES, LINES, LINES, ENCROACHING ON EXISTING OR PROPOSED STREET EASEMENTS OR ENCROACHING ON EXISTING ON EXISTING OR PROPOSED STREET EASEMENTS OR ENCROACHING ON EXISTING ON EXISTING OR PROPOSED STREET EASEMENTS OR ENCROACHING ON EXISTING EXISTING OR PROPOSED STREET EASEMENTS OR ENCROACHING ON EXISTING EXISTING OR PROPOSED STREET EASEMENTS OR ENCROACHING ON EXISTING OR PROPOSED STREET EASEMENTS OR ENCROACHING ON EXISTING OR PROPOSED STREET EASEMENTS OR ENCROACHING ON EXISTING PROPOSED STREET EASEMENTS OR ENCROACHING ON EXISTING PROPOSED STREET EASEMENTS OR ENCROACHING ON EXISTING STREET EASEMENTS OR ENCROACHING ON EXISTING STREET EASEMENTS OR ENCROACHING ON EXISTING EASEMENTS OR ENCROACHING ON EXISTING EASEMENTS OR ENCROACHING ON EXISTING OR ENCROACHING ON EXISTING OR ENCROACHING ON EXISTING ENCROACHING ON EXISTING ENCROACHING ON EXISTING ON EXISTING ON EXISTING EXISTING EXISTING OR PROPOSED UTILITY EASEMENTS. NO TREE SIX INCHES IN DIAMETER OR LARGER SHALL BE PROPOSED UTILITY EASEMENTS. NO TREE SIX INCHES IN DIAMETER OR LARGER SHALL BE PROPOSED UTILITY EASEMENTS. NO TREE SIX INCHES IN DIAMETER OR LARGER SHALL BE UTILITY EASEMENTS. NO TREE SIX INCHES IN DIAMETER OR LARGER SHALL BE UTILITY EASEMENTS. NO TREE SIX INCHES IN DIAMETER OR LARGER SHALL BE EASEMENTS. NO TREE SIX INCHES IN DIAMETER OR LARGER SHALL BE EASEMENTS. NO TREE SIX INCHES IN DIAMETER OR LARGER SHALL BE NO TREE SIX INCHES IN DIAMETER OR LARGER SHALL BE NO TREE SIX INCHES IN DIAMETER OR LARGER SHALL BE TREE SIX INCHES IN DIAMETER OR LARGER SHALL BE TREE SIX INCHES IN DIAMETER OR LARGER SHALL BE SIX INCHES IN DIAMETER OR LARGER SHALL BE SIX INCHES IN DIAMETER OR LARGER SHALL BE INCHES IN DIAMETER OR LARGER SHALL BE INCHES IN DIAMETER OR LARGER SHALL BE IN DIAMETER OR LARGER SHALL BE IN DIAMETER OR LARGER SHALL BE DIAMETER OR LARGER SHALL BE DIAMETER OR LARGER SHALL BE OR LARGER SHALL BE OR LARGER SHALL BE LARGER SHALL BE LARGER SHALL BE SHALL BE SHALL BE BE BE REMOVED WITHOUT THE WRITTEN APPROVAL OF THE CITY PLANNER OR AS SHOWN ON THE WITHOUT THE WRITTEN APPROVAL OF THE CITY PLANNER OR AS SHOWN ON THE WITHOUT THE WRITTEN APPROVAL OF THE CITY PLANNER OR AS SHOWN ON THE THE WRITTEN APPROVAL OF THE CITY PLANNER OR AS SHOWN ON THE THE WRITTEN APPROVAL OF THE CITY PLANNER OR AS SHOWN ON THE WRITTEN APPROVAL OF THE CITY PLANNER OR AS SHOWN ON THE WRITTEN APPROVAL OF THE CITY PLANNER OR AS SHOWN ON THE APPROVAL OF THE CITY PLANNER OR AS SHOWN ON THE APPROVAL OF THE CITY PLANNER OR AS SHOWN ON THE OF THE CITY PLANNER OR AS SHOWN ON THE OF THE CITY PLANNER OR AS SHOWN ON THE THE CITY PLANNER OR AS SHOWN ON THE THE CITY PLANNER OR AS SHOWN ON THE CITY PLANNER OR AS SHOWN ON THE CITY PLANNER OR AS SHOWN ON THE PLANNER OR AS SHOWN ON THE PLANNER OR AS SHOWN ON THE OR AS SHOWN ON THE OR AS SHOWN ON THE AS SHOWN ON THE AS SHOWN ON THE SHOWN ON THE SHOWN ON THE ON THE ON THE THE THE APPROVED IMPROVEMENT PLANS. STANDARDS/SPECIFICATIONS 18. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF KINGSBURG STANDARD ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF KINGSBURG STANDARD ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF KINGSBURG STANDARD WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF KINGSBURG STANDARD WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF KINGSBURG STANDARD SHALL BE DONE IN ACCORDANCE WITH THE CITY OF KINGSBURG STANDARD SHALL BE DONE IN ACCORDANCE WITH THE CITY OF KINGSBURG STANDARD BE DONE IN ACCORDANCE WITH THE CITY OF KINGSBURG STANDARD BE DONE IN ACCORDANCE WITH THE CITY OF KINGSBURG STANDARD DONE IN ACCORDANCE WITH THE CITY OF KINGSBURG STANDARD DONE IN ACCORDANCE WITH THE CITY OF KINGSBURG STANDARD IN ACCORDANCE WITH THE CITY OF KINGSBURG STANDARD IN ACCORDANCE WITH THE CITY OF KINGSBURG STANDARD ACCORDANCE WITH THE CITY OF KINGSBURG STANDARD ACCORDANCE WITH THE CITY OF KINGSBURG STANDARD WITH THE CITY OF KINGSBURG STANDARD WITH THE CITY OF KINGSBURG STANDARD THE CITY OF KINGSBURG STANDARD THE CITY OF KINGSBURG STANDARD CITY OF KINGSBURG STANDARD CITY OF KINGSBURG STANDARD OF KINGSBURG STANDARD OF KINGSBURG STANDARD KINGSBURG STANDARD KINGSBURG STANDARD STANDARD STANDARD DRAWINGS AND SPECIFICATIONS, DATED 2009, AND/OR ANY REFERENCED APPLICABLE SECTIONS AND SPECIFICATIONS, DATED 2009, AND/OR ANY REFERENCED APPLICABLE SECTIONS AND SPECIFICATIONS, DATED 2009, AND/OR ANY REFERENCED APPLICABLE SECTIONS SPECIFICATIONS, DATED 2009, AND/OR ANY REFERENCED APPLICABLE SECTIONS SPECIFICATIONS, DATED 2009, AND/OR ANY REFERENCED APPLICABLE SECTIONS DATED 2009, AND/OR ANY REFERENCED APPLICABLE SECTIONS DATED 2009, AND/OR ANY REFERENCED APPLICABLE SECTIONS 2009, AND/OR ANY REFERENCED APPLICABLE SECTIONS 2009, AND/OR ANY REFERENCED APPLICABLE SECTIONS AND/OR ANY REFERENCED APPLICABLE SECTIONS AND/OR ANY REFERENCED APPLICABLE SECTIONS ANY REFERENCED APPLICABLE SECTIONS ANY REFERENCED APPLICABLE SECTIONS REFERENCED APPLICABLE SECTIONS REFERENCED APPLICABLE SECTIONS APPLICABLE SECTIONS APPLICABLE SECTIONS SECTIONS SECTIONS OF THE CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS DATED JULY 2018 OR THE CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS DATED JULY 2018 OR THE CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS DATED JULY 2018 OR CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS DATED JULY 2018 OR CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS DATED JULY 2018 OR STANDARD SPECIFICATIONS AND STANDARD PLANS DATED JULY 2018 OR STANDARD SPECIFICATIONS AND STANDARD PLANS DATED JULY 2018 OR SPECIFICATIONS AND STANDARD PLANS DATED JULY 2018 OR SPECIFICATIONS AND STANDARD PLANS DATED JULY 2018 OR AND STANDARD PLANS DATED JULY 2018 OR AND STANDARD PLANS DATED JULY 2018 OR STANDARD PLANS DATED JULY 2018 OR STANDARD PLANS DATED JULY 2018 OR PLANS DATED JULY 2018 OR PLANS DATED JULY 2018 OR DATED JULY 2018 OR DATED JULY 2018 OR JULY 2018 OR JULY 2018 OR 2018 OR 2018 OR OR OR LATEST PUBLICATION THEREOF. 19. ALL STORM DRAINAGE FACILITIES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF ALL STORM DRAINAGE FACILITIES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF ALL STORM DRAINAGE FACILITIES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF STORM DRAINAGE FACILITIES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF STORM DRAINAGE FACILITIES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF DRAINAGE FACILITIES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF DRAINAGE FACILITIES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF FACILITIES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF FACILITIES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF TO BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF TO BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CONSTRUCTED IN ACCORDANCE WITH THE CITY OF IN ACCORDANCE WITH THE CITY OF IN ACCORDANCE WITH THE CITY OF ACCORDANCE WITH THE CITY OF ACCORDANCE WITH THE CITY OF WITH THE CITY OF WITH THE CITY OF THE CITY OF THE CITY OF CITY OF CITY OF OF OF KINGSBURG STANDARD SPECIFICATIONS. TRAFFIC CONTROL 20. TRAFFIC CONTROL SHALL CONFORM TO THE PROVISIONS OF SECTION 12 OF THE KINGSBURG TRAFFIC CONTROL SHALL CONFORM TO THE PROVISIONS OF SECTION 12 OF THE KINGSBURG TRAFFIC CONTROL SHALL CONFORM TO THE PROVISIONS OF SECTION 12 OF THE KINGSBURG CONTROL SHALL CONFORM TO THE PROVISIONS OF SECTION 12 OF THE KINGSBURG CONTROL SHALL CONFORM TO THE PROVISIONS OF SECTION 12 OF THE KINGSBURG SHALL CONFORM TO THE PROVISIONS OF SECTION 12 OF THE KINGSBURG SHALL CONFORM TO THE PROVISIONS OF SECTION 12 OF THE KINGSBURG CONFORM TO THE PROVISIONS OF SECTION 12 OF THE KINGSBURG CONFORM TO THE PROVISIONS OF SECTION 12 OF THE KINGSBURG TO THE PROVISIONS OF SECTION 12 OF THE KINGSBURG TO THE PROVISIONS OF SECTION 12 OF THE KINGSBURG THE PROVISIONS OF SECTION 12 OF THE KINGSBURG THE PROVISIONS OF SECTION 12 OF THE KINGSBURG PROVISIONS OF SECTION 12 OF THE KINGSBURG PROVISIONS OF SECTION 12 OF THE KINGSBURG OF SECTION 12 OF THE KINGSBURG OF SECTION 12 OF THE KINGSBURG SECTION 12 OF THE KINGSBURG SECTION 12 OF THE KINGSBURG 12 OF THE KINGSBURG 12 OF THE KINGSBURG OF THE KINGSBURG OF THE KINGSBURG THE KINGSBURG THE KINGSBURG KINGSBURG KINGSBURG STANDARD SPECIFICATIONS AND, FOR CITY PROJECTS, THE PROJECT SPECIAL PROVISIONS. SPECIFICATIONS AND, FOR CITY PROJECTS, THE PROJECT SPECIAL PROVISIONS. SPECIFICATIONS AND, FOR CITY PROJECTS, THE PROJECT SPECIAL PROVISIONS. AND, FOR CITY PROJECTS, THE PROJECT SPECIAL PROVISIONS. AND, FOR CITY PROJECTS, THE PROJECT SPECIAL PROVISIONS. FOR CITY PROJECTS, THE PROJECT SPECIAL PROVISIONS. FOR CITY PROJECTS, THE PROJECT SPECIAL PROVISIONS. CITY PROJECTS, THE PROJECT SPECIAL PROVISIONS. CITY PROJECTS, THE PROJECT SPECIAL PROVISIONS. PROJECTS, THE PROJECT SPECIAL PROVISIONS. PROJECTS, THE PROJECT SPECIAL PROVISIONS. THE PROJECT SPECIAL PROVISIONS. THE PROJECT SPECIAL PROVISIONS. PROJECT SPECIAL PROVISIONS. PROJECT SPECIAL PROVISIONS. SPECIAL PROVISIONS. SPECIAL PROVISIONS. PROVISIONS. PROVISIONS. TRAFFIC CONTROL SHALL ALSO CONFORM TO THE LATEST VERSION OF THE CALIFORNIA MANUAL CONTROL SHALL ALSO CONFORM TO THE LATEST VERSION OF THE CALIFORNIA MANUAL CONTROL SHALL ALSO CONFORM TO THE LATEST VERSION OF THE CALIFORNIA MANUAL SHALL ALSO CONFORM TO THE LATEST VERSION OF THE CALIFORNIA MANUAL SHALL ALSO CONFORM TO THE LATEST VERSION OF THE CALIFORNIA MANUAL ALSO CONFORM TO THE LATEST VERSION OF THE CALIFORNIA MANUAL ALSO CONFORM TO THE LATEST VERSION OF THE CALIFORNIA MANUAL CONFORM TO THE LATEST VERSION OF THE CALIFORNIA MANUAL CONFORM TO THE LATEST VERSION OF THE CALIFORNIA MANUAL TO THE LATEST VERSION OF THE CALIFORNIA MANUAL TO THE LATEST VERSION OF THE CALIFORNIA MANUAL THE LATEST VERSION OF THE CALIFORNIA MANUAL THE LATEST VERSION OF THE CALIFORNIA MANUAL LATEST VERSION OF THE CALIFORNIA MANUAL LATEST VERSION OF THE CALIFORNIA MANUAL VERSION OF THE CALIFORNIA MANUAL VERSION OF THE CALIFORNIA MANUAL OF THE CALIFORNIA MANUAL OF THE CALIFORNIA MANUAL THE CALIFORNIA MANUAL THE CALIFORNIA MANUAL CALIFORNIA MANUAL CALIFORNIA MANUAL MANUAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, PART 6, TEMPORARY TRAFFIC CONTROL. COMPLIANCE UNIFORM TRAFFIC CONTROL DEVICES, PART 6, TEMPORARY TRAFFIC CONTROL. COMPLIANCE UNIFORM TRAFFIC CONTROL DEVICES, PART 6, TEMPORARY TRAFFIC CONTROL. COMPLIANCE TRAFFIC CONTROL DEVICES, PART 6, TEMPORARY TRAFFIC CONTROL. COMPLIANCE TRAFFIC CONTROL DEVICES, PART 6, TEMPORARY TRAFFIC CONTROL. COMPLIANCE CONTROL DEVICES, PART 6, TEMPORARY TRAFFIC CONTROL. COMPLIANCE CONTROL DEVICES, PART 6, TEMPORARY TRAFFIC CONTROL. COMPLIANCE DEVICES, PART 6, TEMPORARY TRAFFIC CONTROL. COMPLIANCE DEVICES, PART 6, TEMPORARY TRAFFIC CONTROL. COMPLIANCE PART 6, TEMPORARY TRAFFIC CONTROL. COMPLIANCE PART 6, TEMPORARY TRAFFIC CONTROL. COMPLIANCE 6, TEMPORARY TRAFFIC CONTROL. COMPLIANCE 6, TEMPORARY TRAFFIC CONTROL. COMPLIANCE TEMPORARY TRAFFIC CONTROL. COMPLIANCE TEMPORARY TRAFFIC CONTROL. COMPLIANCE TRAFFIC CONTROL. COMPLIANCE TRAFFIC CONTROL. COMPLIANCE CONTROL. COMPLIANCE CONTROL. COMPLIANCE COMPLIANCE COMPLIANCE WITH THE REQUIREMENTS OF SAID MANUAL SHALL BE CONSIDERED AS A MINIMUM REQUIREMENT THE REQUIREMENTS OF SAID MANUAL SHALL BE CONSIDERED AS A MINIMUM REQUIREMENT THE REQUIREMENTS OF SAID MANUAL SHALL BE CONSIDERED AS A MINIMUM REQUIREMENT REQUIREMENTS OF SAID MANUAL SHALL BE CONSIDERED AS A MINIMUM REQUIREMENT REQUIREMENTS OF SAID MANUAL SHALL BE CONSIDERED AS A MINIMUM REQUIREMENT OF SAID MANUAL SHALL BE CONSIDERED AS A MINIMUM REQUIREMENT OF SAID MANUAL SHALL BE CONSIDERED AS A MINIMUM REQUIREMENT SAID MANUAL SHALL BE CONSIDERED AS A MINIMUM REQUIREMENT SAID MANUAL SHALL BE CONSIDERED AS A MINIMUM REQUIREMENT MANUAL SHALL BE CONSIDERED AS A MINIMUM REQUIREMENT MANUAL SHALL BE CONSIDERED AS A MINIMUM REQUIREMENT SHALL BE CONSIDERED AS A MINIMUM REQUIREMENT SHALL BE CONSIDERED AS A MINIMUM REQUIREMENT BE CONSIDERED AS A MINIMUM REQUIREMENT BE CONSIDERED AS A MINIMUM REQUIREMENT CONSIDERED AS A MINIMUM REQUIREMENT CONSIDERED AS A MINIMUM REQUIREMENT AS A MINIMUM REQUIREMENT AS A MINIMUM REQUIREMENT A MINIMUM REQUIREMENT A MINIMUM REQUIREMENT MINIMUM REQUIREMENT MINIMUM REQUIREMENT REQUIREMENT REQUIREMENT AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ADDITIONAL SAFETY IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ADDITIONAL SAFETY IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ADDITIONAL SAFETY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ADDITIONAL SAFETY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ADDITIONAL SAFETY BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ADDITIONAL SAFETY BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ADDITIONAL SAFETY THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ADDITIONAL SAFETY THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ADDITIONAL SAFETY RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ADDITIONAL SAFETY RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ADDITIONAL SAFETY OF THE CONTRACTOR TO PROVIDE ADDITIONAL SAFETY OF THE CONTRACTOR TO PROVIDE ADDITIONAL SAFETY THE CONTRACTOR TO PROVIDE ADDITIONAL SAFETY THE CONTRACTOR TO PROVIDE ADDITIONAL SAFETY CONTRACTOR TO PROVIDE ADDITIONAL SAFETY CONTRACTOR TO PROVIDE ADDITIONAL SAFETY TO PROVIDE ADDITIONAL SAFETY TO PROVIDE ADDITIONAL SAFETY PROVIDE ADDITIONAL SAFETY PROVIDE ADDITIONAL SAFETY ADDITIONAL SAFETY ADDITIONAL SAFETY SAFETY SAFETY DEVICES WHEN NECESSARY TO MAINTAIN A SAFE CONDITION. 21. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED PRIOR TO BEGINNING CONSTRUCTION. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED PRIOR TO BEGINNING CONSTRUCTION. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED PRIOR TO BEGINNING CONSTRUCTION. APPROVED TRAFFIC CONTROL PLAN IS REQUIRED PRIOR TO BEGINNING CONSTRUCTION. APPROVED TRAFFIC CONTROL PLAN IS REQUIRED PRIOR TO BEGINNING CONSTRUCTION. TRAFFIC CONTROL PLAN IS REQUIRED PRIOR TO BEGINNING CONSTRUCTION. TRAFFIC CONTROL PLAN IS REQUIRED PRIOR TO BEGINNING CONSTRUCTION. CONTROL PLAN IS REQUIRED PRIOR TO BEGINNING CONSTRUCTION. CONTROL PLAN IS REQUIRED PRIOR TO BEGINNING CONSTRUCTION. PLAN IS REQUIRED PRIOR TO BEGINNING CONSTRUCTION. PLAN IS REQUIRED PRIOR TO BEGINNING CONSTRUCTION. IS REQUIRED PRIOR TO BEGINNING CONSTRUCTION. IS REQUIRED PRIOR TO BEGINNING CONSTRUCTION. REQUIRED PRIOR TO BEGINNING CONSTRUCTION. REQUIRED PRIOR TO BEGINNING CONSTRUCTION. PRIOR TO BEGINNING CONSTRUCTION. PRIOR TO BEGINNING CONSTRUCTION. TO BEGINNING CONSTRUCTION. TO BEGINNING CONSTRUCTION. BEGINNING CONSTRUCTION. BEGINNING CONSTRUCTION. CONSTRUCTION. CONSTRUCTION. UNLESS OTHERWISE PRESCRIBED IN THE PLAN, AS A MINIMUM ON MAJOR STREETS, AT LEAST OTHERWISE PRESCRIBED IN THE PLAN, AS A MINIMUM ON MAJOR STREETS, AT LEAST OTHERWISE PRESCRIBED IN THE PLAN, AS A MINIMUM ON MAJOR STREETS, AT LEAST PRESCRIBED IN THE PLAN, AS A MINIMUM ON MAJOR STREETS, AT LEAST PRESCRIBED IN THE PLAN, AS A MINIMUM ON MAJOR STREETS, AT LEAST IN THE PLAN, AS A MINIMUM ON MAJOR STREETS, AT LEAST IN THE PLAN, AS A MINIMUM ON MAJOR STREETS, AT LEAST THE PLAN, AS A MINIMUM ON MAJOR STREETS, AT LEAST THE PLAN, AS A MINIMUM ON MAJOR STREETS, AT LEAST PLAN, AS A MINIMUM ON MAJOR STREETS, AT LEAST PLAN, AS A MINIMUM ON MAJOR STREETS, AT LEAST AS A MINIMUM ON MAJOR STREETS, AT LEAST AS A MINIMUM ON MAJOR STREETS, AT LEAST A MINIMUM ON MAJOR STREETS, AT LEAST A MINIMUM ON MAJOR STREETS, AT LEAST MINIMUM ON MAJOR STREETS, AT LEAST MINIMUM ON MAJOR STREETS, AT LEAST ON MAJOR STREETS, AT LEAST ON MAJOR STREETS, AT LEAST MAJOR STREETS, AT LEAST MAJOR STREETS, AT LEAST STREETS, AT LEAST STREETS, AT LEAST AT LEAST AT LEAST LEAST LEAST ONE TWELVE (12) FOOT WIDE LANE IN EACH DIRECTION OF TRAVEL SHALL BE MAINTAINED AT TWELVE (12) FOOT WIDE LANE IN EACH DIRECTION OF TRAVEL SHALL BE MAINTAINED AT TWELVE (12) FOOT WIDE LANE IN EACH DIRECTION OF TRAVEL SHALL BE MAINTAINED AT (12) FOOT WIDE LANE IN EACH DIRECTION OF TRAVEL SHALL BE MAINTAINED AT (12) FOOT WIDE LANE IN EACH DIRECTION OF TRAVEL SHALL BE MAINTAINED AT FOOT WIDE LANE IN EACH DIRECTION OF TRAVEL SHALL BE MAINTAINED AT FOOT WIDE LANE IN EACH DIRECTION OF TRAVEL SHALL BE MAINTAINED AT WIDE LANE IN EACH DIRECTION OF TRAVEL SHALL BE MAINTAINED AT WIDE LANE IN EACH DIRECTION OF TRAVEL SHALL BE MAINTAINED AT LANE IN EACH DIRECTION OF TRAVEL SHALL BE MAINTAINED AT LANE IN EACH DIRECTION OF TRAVEL SHALL BE MAINTAINED AT IN EACH DIRECTION OF TRAVEL SHALL BE MAINTAINED AT IN EACH DIRECTION OF TRAVEL SHALL BE MAINTAINED AT EACH DIRECTION OF TRAVEL SHALL BE MAINTAINED AT EACH DIRECTION OF TRAVEL SHALL BE MAINTAINED AT DIRECTION OF TRAVEL SHALL BE MAINTAINED AT DIRECTION OF TRAVEL SHALL BE MAINTAINED AT OF TRAVEL SHALL BE MAINTAINED AT OF TRAVEL SHALL BE MAINTAINED AT TRAVEL SHALL BE MAINTAINED AT TRAVEL SHALL BE MAINTAINED AT SHALL BE MAINTAINED AT SHALL BE MAINTAINED AT BE MAINTAINED AT BE MAINTAINED AT MAINTAINED AT MAINTAINED AT AT AT ALL TIMES. PRIOR TO COMPLETION OF WORK EACH DAY, THE CONTRACTOR SHALL BACKFILL AND TIMES. PRIOR TO COMPLETION OF WORK EACH DAY, THE CONTRACTOR SHALL BACKFILL AND TIMES. PRIOR TO COMPLETION OF WORK EACH DAY, THE CONTRACTOR SHALL BACKFILL AND PRIOR TO COMPLETION OF WORK EACH DAY, THE CONTRACTOR SHALL BACKFILL AND PRIOR TO COMPLETION OF WORK EACH DAY, THE CONTRACTOR SHALL BACKFILL AND TO COMPLETION OF WORK EACH DAY, THE CONTRACTOR SHALL BACKFILL AND TO COMPLETION OF WORK EACH DAY, THE CONTRACTOR SHALL BACKFILL AND COMPLETION OF WORK EACH DAY, THE CONTRACTOR SHALL BACKFILL AND COMPLETION OF WORK EACH DAY, THE CONTRACTOR SHALL BACKFILL AND OF WORK EACH DAY, THE CONTRACTOR SHALL BACKFILL AND OF WORK EACH DAY, THE CONTRACTOR SHALL BACKFILL AND WORK EACH DAY, THE CONTRACTOR SHALL BACKFILL AND WORK EACH DAY, THE CONTRACTOR SHALL BACKFILL AND EACH DAY, THE CONTRACTOR SHALL BACKFILL AND EACH DAY, THE CONTRACTOR SHALL BACKFILL AND DAY, THE CONTRACTOR SHALL BACKFILL AND DAY, THE CONTRACTOR SHALL BACKFILL AND THE CONTRACTOR SHALL BACKFILL AND THE CONTRACTOR SHALL BACKFILL AND CONTRACTOR SHALL BACKFILL AND CONTRACTOR SHALL BACKFILL AND SHALL BACKFILL AND SHALL BACKFILL AND BACKFILL AND BACKFILL AND AND AND PROVIDES TEMPORARY TRENCH RESURFACING BEFORE LEAVING THE SITE. GRADING - GENERAL GRADING WORK 22. ALL TRASH, CONCRETE, ASPHALT CONCRETE, VEGETABLE MATTER, AND DEBRIS OF ANY KIND ALL TRASH, CONCRETE, ASPHALT CONCRETE, VEGETABLE MATTER, AND DEBRIS OF ANY KIND ALL TRASH, CONCRETE, ASPHALT CONCRETE, VEGETABLE MATTER, AND DEBRIS OF ANY KIND TRASH, CONCRETE, ASPHALT CONCRETE, VEGETABLE MATTER, AND DEBRIS OF ANY KIND TRASH, CONCRETE, ASPHALT CONCRETE, VEGETABLE MATTER, AND DEBRIS OF ANY KIND CONCRETE, ASPHALT CONCRETE, VEGETABLE MATTER, AND DEBRIS OF ANY KIND CONCRETE, ASPHALT CONCRETE, VEGETABLE MATTER, AND DEBRIS OF ANY KIND ASPHALT CONCRETE, VEGETABLE MATTER, AND DEBRIS OF ANY KIND ASPHALT CONCRETE, VEGETABLE MATTER, AND DEBRIS OF ANY KIND CONCRETE, VEGETABLE MATTER, AND DEBRIS OF ANY KIND CONCRETE, VEGETABLE MATTER, AND DEBRIS OF ANY KIND VEGETABLE MATTER, AND DEBRIS OF ANY KIND VEGETABLE MATTER, AND DEBRIS OF ANY KIND MATTER, AND DEBRIS OF ANY KIND MATTER, AND DEBRIS OF ANY KIND AND DEBRIS OF ANY KIND AND DEBRIS OF ANY KIND DEBRIS OF ANY KIND DEBRIS OF ANY KIND OF ANY KIND OF ANY KIND ANY KIND ANY KIND KIND KIND SHALL BE REMOVED FROM THE SITE AND SHALL NOT BE INCORPORATED INTO ANY FILL. 23. ALL UTILITY POLES IN THE STREET RIGHT-OF-WAY ARE TO BE REMOVED OR RELOCATED PRIOR ALL UTILITY POLES IN THE STREET RIGHT-OF-WAY ARE TO BE REMOVED OR RELOCATED PRIOR ALL UTILITY POLES IN THE STREET RIGHT-OF-WAY ARE TO BE REMOVED OR RELOCATED PRIOR UTILITY POLES IN THE STREET RIGHT-OF-WAY ARE TO BE REMOVED OR RELOCATED PRIOR UTILITY POLES IN THE STREET RIGHT-OF-WAY ARE TO BE REMOVED OR RELOCATED PRIOR POLES IN THE STREET RIGHT-OF-WAY ARE TO BE REMOVED OR RELOCATED PRIOR POLES IN THE STREET RIGHT-OF-WAY ARE TO BE REMOVED OR RELOCATED PRIOR IN THE STREET RIGHT-OF-WAY ARE TO BE REMOVED OR RELOCATED PRIOR IN THE STREET RIGHT-OF-WAY ARE TO BE REMOVED OR RELOCATED PRIOR THE STREET RIGHT-OF-WAY ARE TO BE REMOVED OR RELOCATED PRIOR THE STREET RIGHT-OF-WAY ARE TO BE REMOVED OR RELOCATED PRIOR STREET RIGHT-OF-WAY ARE TO BE REMOVED OR RELOCATED PRIOR STREET RIGHT-OF-WAY ARE TO BE REMOVED OR RELOCATED PRIOR RIGHT-OF-WAY ARE TO BE REMOVED OR RELOCATED PRIOR RIGHT-OF-WAY ARE TO BE REMOVED OR RELOCATED PRIOR ARE TO BE REMOVED OR RELOCATED PRIOR ARE TO BE REMOVED OR RELOCATED PRIOR TO BE REMOVED OR RELOCATED PRIOR TO BE REMOVED OR RELOCATED PRIOR BE REMOVED OR RELOCATED PRIOR BE REMOVED OR RELOCATED PRIOR REMOVED OR RELOCATED PRIOR REMOVED OR RELOCATED PRIOR OR RELOCATED PRIOR OR RELOCATED PRIOR RELOCATED PRIOR RELOCATED PRIOR PRIOR PRIOR TO ANY PAVING. 24. ALL FACILITIES SUCH AS SEWER, STORM DRAIN AND OTHER UTILITY MANHOLES, WATER VALVE ALL FACILITIES SUCH AS SEWER, STORM DRAIN AND OTHER UTILITY MANHOLES, WATER VALVE ALL FACILITIES SUCH AS SEWER, STORM DRAIN AND OTHER UTILITY MANHOLES, WATER VALVE FACILITIES SUCH AS SEWER, STORM DRAIN AND OTHER UTILITY MANHOLES, WATER VALVE FACILITIES SUCH AS SEWER, STORM DRAIN AND OTHER UTILITY MANHOLES, WATER VALVE SUCH AS SEWER, STORM DRAIN AND OTHER UTILITY MANHOLES, WATER VALVE SUCH AS SEWER, STORM DRAIN AND OTHER UTILITY MANHOLES, WATER VALVE AS SEWER, STORM DRAIN AND OTHER UTILITY MANHOLES, WATER VALVE AS SEWER, STORM DRAIN AND OTHER UTILITY MANHOLES, WATER VALVE SEWER, STORM DRAIN AND OTHER UTILITY MANHOLES, WATER VALVE SEWER, STORM DRAIN AND OTHER UTILITY MANHOLES, WATER VALVE STORM DRAIN AND OTHER UTILITY MANHOLES, WATER VALVE STORM DRAIN AND OTHER UTILITY MANHOLES, WATER VALVE DRAIN AND OTHER UTILITY MANHOLES, WATER VALVE DRAIN AND OTHER UTILITY MANHOLES, WATER VALVE AND OTHER UTILITY MANHOLES, WATER VALVE AND OTHER UTILITY MANHOLES, WATER VALVE OTHER UTILITY MANHOLES, WATER VALVE OTHER UTILITY MANHOLES, WATER VALVE UTILITY MANHOLES, WATER VALVE UTILITY MANHOLES, WATER VALVE MANHOLES, WATER VALVE MANHOLES, WATER VALVE WATER VALVE WATER VALVE VALVE VALVE BOXES INCLUDING CAP AND LID, ETC., WHETHER EXISTING OR NEWLY INSTALLED BY THIS INCLUDING CAP AND LID, ETC., WHETHER EXISTING OR NEWLY INSTALLED BY THIS INCLUDING CAP AND LID, ETC., WHETHER EXISTING OR NEWLY INSTALLED BY THIS CAP AND LID, ETC., WHETHER EXISTING OR NEWLY INSTALLED BY THIS CAP AND LID, ETC., WHETHER EXISTING OR NEWLY INSTALLED BY THIS AND LID, ETC., WHETHER EXISTING OR NEWLY INSTALLED BY THIS AND LID, ETC., WHETHER EXISTING OR NEWLY INSTALLED BY THIS LID, ETC., WHETHER EXISTING OR NEWLY INSTALLED BY THIS LID, ETC., WHETHER EXISTING OR NEWLY INSTALLED BY THIS ETC., WHETHER EXISTING OR NEWLY INSTALLED BY THIS ETC., WHETHER EXISTING OR NEWLY INSTALLED BY THIS WHETHER EXISTING OR NEWLY INSTALLED BY THIS WHETHER EXISTING OR NEWLY INSTALLED BY THIS EXISTING OR NEWLY INSTALLED BY THIS EXISTING OR NEWLY INSTALLED BY THIS OR NEWLY INSTALLED BY THIS OR NEWLY INSTALLED BY THIS NEWLY INSTALLED BY THIS NEWLY INSTALLED BY THIS INSTALLED BY THIS INSTALLED BY THIS BY THIS BY THIS THIS THIS PROJECT SHALL BE ADJUSTED TO FINAL GRADE AS NECESSARY. ALL ADJUSTMENTS SHALL BE SHALL BE ADJUSTED TO FINAL GRADE AS NECESSARY. ALL ADJUSTMENTS SHALL BE SHALL BE ADJUSTED TO FINAL GRADE AS NECESSARY. ALL ADJUSTMENTS SHALL BE BE ADJUSTED TO FINAL GRADE AS NECESSARY. ALL ADJUSTMENTS SHALL BE BE ADJUSTED TO FINAL GRADE AS NECESSARY. ALL ADJUSTMENTS SHALL BE ADJUSTED TO FINAL GRADE AS NECESSARY. ALL ADJUSTMENTS SHALL BE ADJUSTED TO FINAL GRADE AS NECESSARY. ALL ADJUSTMENTS SHALL BE TO FINAL GRADE AS NECESSARY. ALL ADJUSTMENTS SHALL BE TO FINAL GRADE AS NECESSARY. ALL ADJUSTMENTS SHALL BE FINAL GRADE AS NECESSARY. ALL ADJUSTMENTS SHALL BE FINAL GRADE AS NECESSARY. ALL ADJUSTMENTS SHALL BE GRADE AS NECESSARY. ALL ADJUSTMENTS SHALL BE GRADE AS NECESSARY. ALL ADJUSTMENTS SHALL BE AS NECESSARY. ALL ADJUSTMENTS SHALL BE AS NECESSARY. ALL ADJUSTMENTS SHALL BE NECESSARY. ALL ADJUSTMENTS SHALL BE NECESSARY. ALL ADJUSTMENTS SHALL BE ALL ADJUSTMENTS SHALL BE ALL ADJUSTMENTS SHALL BE ADJUSTMENTS SHALL BE ADJUSTMENTS SHALL BE SHALL BE SHALL BE BE BE COMPLETED PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY EXCEPT THOSE FOR PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY EXCEPT THOSE FOR PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY EXCEPT THOSE FOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY EXCEPT THOSE FOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY EXCEPT THOSE FOR FINAL ACCEPTANCE OF THE WORK BY THE CITY EXCEPT THOSE FOR FINAL ACCEPTANCE OF THE WORK BY THE CITY EXCEPT THOSE FOR ACCEPTANCE OF THE WORK BY THE CITY EXCEPT THOSE FOR ACCEPTANCE OF THE WORK BY THE CITY EXCEPT THOSE FOR OF THE WORK BY THE CITY EXCEPT THOSE FOR OF THE WORK BY THE CITY EXCEPT THOSE FOR THE WORK BY THE CITY EXCEPT THOSE FOR THE WORK BY THE CITY EXCEPT THOSE FOR WORK BY THE CITY EXCEPT THOSE FOR WORK BY THE CITY EXCEPT THOSE FOR BY THE CITY EXCEPT THOSE FOR BY THE CITY EXCEPT THOSE FOR THE CITY EXCEPT THOSE FOR THE CITY EXCEPT THOSE FOR CITY EXCEPT THOSE FOR CITY EXCEPT THOSE FOR EXCEPT THOSE FOR EXCEPT THOSE FOR THOSE FOR THOSE FOR FOR FOR WATER VALVE BOXES. ALL WATER VALVE BOXES, BOTH NEW AND EXISTING, SHALL BE BROUGHT VALVE BOXES. ALL WATER VALVE BOXES, BOTH NEW AND EXISTING, SHALL BE BROUGHT VALVE BOXES. ALL WATER VALVE BOXES, BOTH NEW AND EXISTING, SHALL BE BROUGHT BOXES. ALL WATER VALVE BOXES, BOTH NEW AND EXISTING, SHALL BE BROUGHT BOXES. ALL WATER VALVE BOXES, BOTH NEW AND EXISTING, SHALL BE BROUGHT ALL WATER VALVE BOXES, BOTH NEW AND EXISTING, SHALL BE BROUGHT ALL WATER VALVE BOXES, BOTH NEW AND EXISTING, SHALL BE BROUGHT WATER VALVE BOXES, BOTH NEW AND EXISTING, SHALL BE BROUGHT WATER VALVE BOXES, BOTH NEW AND EXISTING, SHALL BE BROUGHT VALVE BOXES, BOTH NEW AND EXISTING, SHALL BE BROUGHT VALVE BOXES, BOTH NEW AND EXISTING, SHALL BE BROUGHT BOXES, BOTH NEW AND EXISTING, SHALL BE BROUGHT BOXES, BOTH NEW AND EXISTING, SHALL BE BROUGHT BOTH NEW AND EXISTING, SHALL BE BROUGHT BOTH NEW AND EXISTING, SHALL BE BROUGHT NEW AND EXISTING, SHALL BE BROUGHT NEW AND EXISTING, SHALL BE BROUGHT AND EXISTING, SHALL BE BROUGHT AND EXISTING, SHALL BE BROUGHT EXISTING, SHALL BE BROUGHT EXISTING, SHALL BE BROUGHT SHALL BE BROUGHT SHALL BE BROUGHT BE BROUGHT BE BROUGHT BROUGHT BROUGHT TO SURFACE GRADE WITHIN FIVE (5) DAYS OF INSTALLATION OR BEING COVERED BY SURFACE GRADE WITHIN FIVE (5) DAYS OF INSTALLATION OR BEING COVERED BY SURFACE GRADE WITHIN FIVE (5) DAYS OF INSTALLATION OR BEING COVERED BY GRADE WITHIN FIVE (5) DAYS OF INSTALLATION OR BEING COVERED BY GRADE WITHIN FIVE (5) DAYS OF INSTALLATION OR BEING COVERED BY WITHIN FIVE (5) DAYS OF INSTALLATION OR BEING COVERED BY WITHIN FIVE (5) DAYS OF INSTALLATION OR BEING COVERED BY FIVE (5) DAYS OF INSTALLATION OR BEING COVERED BY FIVE (5) DAYS OF INSTALLATION OR BEING COVERED BY (5) DAYS OF INSTALLATION OR BEING COVERED BY (5) DAYS OF INSTALLATION OR BEING COVERED BY DAYS OF INSTALLATION OR BEING COVERED BY DAYS OF INSTALLATION OR BEING COVERED BY OF INSTALLATION OR BEING COVERED BY OF INSTALLATION OR BEING COVERED BY INSTALLATION OR BEING COVERED BY INSTALLATION OR BEING COVERED BY OR BEING COVERED BY OR BEING COVERED BY BEING COVERED BY BEING COVERED BY COVERED BY COVERED BY BY BY CONSTRUCTION. 25. ANY WELLS LOCATED IN AREAS TO BE GRADED, UNLESS OTHERWISE DIRECTED BY THE PLANS, ANY WELLS LOCATED IN AREAS TO BE GRADED, UNLESS OTHERWISE DIRECTED BY THE PLANS, ANY WELLS LOCATED IN AREAS TO BE GRADED, UNLESS OTHERWISE DIRECTED BY THE PLANS, WELLS LOCATED IN AREAS TO BE GRADED, UNLESS OTHERWISE DIRECTED BY THE PLANS, WELLS LOCATED IN AREAS TO BE GRADED, UNLESS OTHERWISE DIRECTED BY THE PLANS, LOCATED IN AREAS TO BE GRADED, UNLESS OTHERWISE DIRECTED BY THE PLANS, LOCATED IN AREAS TO BE GRADED, UNLESS OTHERWISE DIRECTED BY THE PLANS, IN AREAS TO BE GRADED, UNLESS OTHERWISE DIRECTED BY THE PLANS, IN AREAS TO BE GRADED, UNLESS OTHERWISE DIRECTED BY THE PLANS, AREAS TO BE GRADED, UNLESS OTHERWISE DIRECTED BY THE PLANS, AREAS TO BE GRADED, UNLESS OTHERWISE DIRECTED BY THE PLANS, TO BE GRADED, UNLESS OTHERWISE DIRECTED BY THE PLANS, TO BE GRADED, UNLESS OTHERWISE DIRECTED BY THE PLANS, BE GRADED, UNLESS OTHERWISE DIRECTED BY THE PLANS, BE GRADED, UNLESS OTHERWISE DIRECTED BY THE PLANS, GRADED, UNLESS OTHERWISE DIRECTED BY THE PLANS, GRADED, UNLESS OTHERWISE DIRECTED BY THE PLANS, UNLESS OTHERWISE DIRECTED BY THE PLANS, UNLESS OTHERWISE DIRECTED BY THE PLANS, OTHERWISE DIRECTED BY THE PLANS, OTHERWISE DIRECTED BY THE PLANS, DIRECTED BY THE PLANS, DIRECTED BY THE PLANS, BY THE PLANS, BY THE PLANS, THE PLANS, THE PLANS, PLANS, PLANS, ARE TO BE ABANDONED PER CITY STANDARD W-16. A CITY BUILDING PERMIT WILL BE TO BE ABANDONED PER CITY STANDARD W-16. A CITY BUILDING PERMIT WILL BE TO BE ABANDONED PER CITY STANDARD W-16. A CITY BUILDING PERMIT WILL BE BE ABANDONED PER CITY STANDARD W-16. A CITY BUILDING PERMIT WILL BE BE ABANDONED PER CITY STANDARD W-16. A CITY BUILDING PERMIT WILL BE ABANDONED PER CITY STANDARD W-16. A CITY BUILDING PERMIT WILL BE ABANDONED PER CITY STANDARD W-16. A CITY BUILDING PERMIT WILL BE PER CITY STANDARD W-16. A CITY BUILDING PERMIT WILL BE PER CITY STANDARD W-16. A CITY BUILDING PERMIT WILL BE CITY STANDARD W-16. A CITY BUILDING PERMIT WILL BE CITY STANDARD W-16. A CITY BUILDING PERMIT WILL BE STANDARD W-16. A CITY BUILDING PERMIT WILL BE STANDARD W-16. A CITY BUILDING PERMIT WILL BE W-16. A CITY BUILDING PERMIT WILL BE W-16. A CITY BUILDING PERMIT WILL BE A CITY BUILDING PERMIT WILL BE A CITY BUILDING PERMIT WILL BE CITY BUILDING PERMIT WILL BE CITY BUILDING PERMIT WILL BE BUILDING PERMIT WILL BE BUILDING PERMIT WILL BE PERMIT WILL BE PERMIT WILL BE WILL BE WILL BE BE BE REQUIRED FOR THIS WORK, AND FEES THEREFORE SHALL BE PAID FOR BY THE CONTRACTOR. 26. ANY SEPTIC TANK, LEACH FIELD, OR RELATED FACILITIES LOCATED IN AREAS TO BE GRADED, ANY SEPTIC TANK, LEACH FIELD, OR RELATED FACILITIES LOCATED IN AREAS TO BE GRADED, ANY SEPTIC TANK, LEACH FIELD, OR RELATED FACILITIES LOCATED IN AREAS TO BE GRADED, SEPTIC TANK, LEACH FIELD, OR RELATED FACILITIES LOCATED IN AREAS TO BE GRADED, SEPTIC TANK, LEACH FIELD, OR RELATED FACILITIES LOCATED IN AREAS TO BE GRADED, TANK, LEACH FIELD, OR RELATED FACILITIES LOCATED IN AREAS TO BE GRADED, TANK, LEACH FIELD, OR RELATED FACILITIES LOCATED IN AREAS TO BE GRADED, LEACH FIELD, OR RELATED FACILITIES LOCATED IN AREAS TO BE GRADED, LEACH FIELD, OR RELATED FACILITIES LOCATED IN AREAS TO BE GRADED, FIELD, OR RELATED FACILITIES LOCATED IN AREAS TO BE GRADED, FIELD, OR RELATED FACILITIES LOCATED IN AREAS TO BE GRADED, OR RELATED FACILITIES LOCATED IN AREAS TO BE GRADED, OR RELATED FACILITIES LOCATED IN AREAS TO BE GRADED, RELATED FACILITIES LOCATED IN AREAS TO BE GRADED, RELATED FACILITIES LOCATED IN AREAS TO BE GRADED, FACILITIES LOCATED IN AREAS TO BE GRADED, FACILITIES LOCATED IN AREAS TO BE GRADED, LOCATED IN AREAS TO BE GRADED, LOCATED IN AREAS TO BE GRADED, IN AREAS TO BE GRADED, IN AREAS TO BE GRADED, AREAS TO BE GRADED, AREAS TO BE GRADED, TO BE GRADED, TO BE GRADED, BE GRADED, BE GRADED, GRADED, GRADED, UNLESS OTHERWISE DIRECTED BY THE PLANS, SHALL BE ABANDONED PER COUNTY OF FRESNO OTHERWISE DIRECTED BY THE PLANS, SHALL BE ABANDONED PER COUNTY OF FRESNO OTHERWISE DIRECTED BY THE PLANS, SHALL BE ABANDONED PER COUNTY OF FRESNO DIRECTED BY THE PLANS, SHALL BE ABANDONED PER COUNTY OF FRESNO DIRECTED BY THE PLANS, SHALL BE ABANDONED PER COUNTY OF FRESNO BY THE PLANS, SHALL BE ABANDONED PER COUNTY OF FRESNO BY THE PLANS, SHALL BE ABANDONED PER COUNTY OF FRESNO THE PLANS, SHALL BE ABANDONED PER COUNTY OF FRESNO THE PLANS, SHALL BE ABANDONED PER COUNTY OF FRESNO PLANS, SHALL BE ABANDONED PER COUNTY OF FRESNO PLANS, SHALL BE ABANDONED PER COUNTY OF FRESNO SHALL BE ABANDONED PER COUNTY OF FRESNO SHALL BE ABANDONED PER COUNTY OF FRESNO BE ABANDONED PER COUNTY OF FRESNO BE ABANDONED PER COUNTY OF FRESNO ABANDONED PER COUNTY OF FRESNO ABANDONED PER COUNTY OF FRESNO PER COUNTY OF FRESNO PER COUNTY OF FRESNO COUNTY OF FRESNO COUNTY OF FRESNO OF FRESNO OF FRESNO FRESNO FRESNO HEALTH DEPARTMENT STANDARDS. A BUILDING PERMIT WILL BE REQUIRED FOR THIS WORK, AND DEPARTMENT STANDARDS. A BUILDING PERMIT WILL BE REQUIRED FOR THIS WORK, AND DEPARTMENT STANDARDS. A BUILDING PERMIT WILL BE REQUIRED FOR THIS WORK, AND STANDARDS. A BUILDING PERMIT WILL BE REQUIRED FOR THIS WORK, AND STANDARDS. A BUILDING PERMIT WILL BE REQUIRED FOR THIS WORK, AND A BUILDING PERMIT WILL BE REQUIRED FOR THIS WORK, AND A BUILDING PERMIT WILL BE REQUIRED FOR THIS WORK, AND BUILDING PERMIT WILL BE REQUIRED FOR THIS WORK, AND BUILDING PERMIT WILL BE REQUIRED FOR THIS WORK, AND PERMIT WILL BE REQUIRED FOR THIS WORK, AND PERMIT WILL BE REQUIRED FOR THIS WORK, AND WILL BE REQUIRED FOR THIS WORK, AND WILL BE REQUIRED FOR THIS WORK, AND BE REQUIRED FOR THIS WORK, AND BE REQUIRED FOR THIS WORK, AND REQUIRED FOR THIS WORK, AND REQUIRED FOR THIS WORK, AND FOR THIS WORK, AND FOR THIS WORK, AND THIS WORK, AND THIS WORK, AND WORK, AND WORK, AND AND AND THE FEES THEREFORE SHALL BE PAID BY THE CONTRACTOR. 27. RELATIVE COMPACTION TESTS MUST BE WITHIN TWO (2) PERCENT OF OPTIMUM MOISTURE RELATIVE COMPACTION TESTS MUST BE WITHIN TWO (2) PERCENT OF OPTIMUM MOISTURE RELATIVE COMPACTION TESTS MUST BE WITHIN TWO (2) PERCENT OF OPTIMUM MOISTURE COMPACTION TESTS MUST BE WITHIN TWO (2) PERCENT OF OPTIMUM MOISTURE COMPACTION TESTS MUST BE WITHIN TWO (2) PERCENT OF OPTIMUM MOISTURE TESTS MUST BE WITHIN TWO (2) PERCENT OF OPTIMUM MOISTURE TESTS MUST BE WITHIN TWO (2) PERCENT OF OPTIMUM MOISTURE MUST BE WITHIN TWO (2) PERCENT OF OPTIMUM MOISTURE MUST BE WITHIN TWO (2) PERCENT OF OPTIMUM MOISTURE BE WITHIN TWO (2) PERCENT OF OPTIMUM MOISTURE BE WITHIN TWO (2) PERCENT OF OPTIMUM MOISTURE WITHIN TWO (2) PERCENT OF OPTIMUM MOISTURE WITHIN TWO (2) PERCENT OF OPTIMUM MOISTURE TWO (2) PERCENT OF OPTIMUM MOISTURE TWO (2) PERCENT OF OPTIMUM MOISTURE (2) PERCENT OF OPTIMUM MOISTURE (2) PERCENT OF OPTIMUM MOISTURE PERCENT OF OPTIMUM MOISTURE PERCENT OF OPTIMUM MOISTURE OF OPTIMUM MOISTURE OF OPTIMUM MOISTURE OPTIMUM MOISTURE OPTIMUM MOISTURE MOISTURE MOISTURE CONTENT TO BE CONSIDERED AS PASSING. 28. ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT RELATIVE COMPACTION, ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT RELATIVE COMPACTION, ALL FILL TO BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT RELATIVE COMPACTION, FILL TO BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT RELATIVE COMPACTION, FILL TO BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT RELATIVE COMPACTION, TO BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT RELATIVE COMPACTION, TO BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT RELATIVE COMPACTION, BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT RELATIVE COMPACTION, BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT RELATIVE COMPACTION, COMPACTED TO A MINIMUM OF NINETY (90) PERCENT RELATIVE COMPACTION, COMPACTED TO A MINIMUM OF NINETY (90) PERCENT RELATIVE COMPACTION, TO A MINIMUM OF NINETY (90) PERCENT RELATIVE COMPACTION, TO A MINIMUM OF NINETY (90) PERCENT RELATIVE COMPACTION, A MINIMUM OF NINETY (90) PERCENT RELATIVE COMPACTION, A MINIMUM OF NINETY (90) PERCENT RELATIVE COMPACTION, MINIMUM OF NINETY (90) PERCENT RELATIVE COMPACTION, MINIMUM OF NINETY (90) PERCENT RELATIVE COMPACTION, OF NINETY (90) PERCENT RELATIVE COMPACTION, OF NINETY (90) PERCENT RELATIVE COMPACTION, NINETY (90) PERCENT RELATIVE COMPACTION, NINETY (90) PERCENT RELATIVE COMPACTION, (90) PERCENT RELATIVE COMPACTION, (90) PERCENT RELATIVE COMPACTION, PERCENT RELATIVE COMPACTION, PERCENT RELATIVE COMPACTION, RELATIVE COMPACTION, RELATIVE COMPACTION, COMPACTION, COMPACTION, EXCEPT FILL UNDER CURBS, CURB AND GUTTER, VALLEY GUTTERS, AND PAVEMENT AREAS, FILL UNDER CURBS, CURB AND GUTTER, VALLEY GUTTERS, AND PAVEMENT AREAS, FILL UNDER CURBS, CURB AND GUTTER, VALLEY GUTTERS, AND PAVEMENT AREAS, UNDER CURBS, CURB AND GUTTER, VALLEY GUTTERS, AND PAVEMENT AREAS, UNDER CURBS, CURB AND GUTTER, VALLEY GUTTERS, AND PAVEMENT AREAS, CURBS, CURB AND GUTTER, VALLEY GUTTERS, AND PAVEMENT AREAS, CURBS, CURB AND GUTTER, VALLEY GUTTERS, AND PAVEMENT AREAS, CURB AND GUTTER, VALLEY GUTTERS, AND PAVEMENT AREAS, CURB AND GUTTER, VALLEY GUTTERS, AND PAVEMENT AREAS, AND GUTTER, VALLEY GUTTERS, AND PAVEMENT AREAS, AND GUTTER, VALLEY GUTTERS, AND PAVEMENT AREAS, GUTTER, VALLEY GUTTERS, AND PAVEMENT AREAS, GUTTER, VALLEY GUTTERS, AND PAVEMENT AREAS, VALLEY GUTTERS, AND PAVEMENT AREAS, VALLEY GUTTERS, AND PAVEMENT AREAS, GUTTERS, AND PAVEMENT AREAS, GUTTERS, AND PAVEMENT AREAS, AND PAVEMENT AREAS, AND PAVEMENT AREAS, PAVEMENT AREAS, PAVEMENT AREAS, AREAS, AREAS, SHALL BE COMPACTED TO A MINIMUM OF NINETY-FIVE (95) PERCENT RELATIVE COMPACTION. BE COMPACTED TO A MINIMUM OF NINETY-FIVE (95) PERCENT RELATIVE COMPACTION. BE COMPACTED TO A MINIMUM OF NINETY-FIVE (95) PERCENT RELATIVE COMPACTION. COMPACTED TO A MINIMUM OF NINETY-FIVE (95) PERCENT RELATIVE COMPACTION. COMPACTED TO A MINIMUM OF NINETY-FIVE (95) PERCENT RELATIVE COMPACTION. TO A MINIMUM OF NINETY-FIVE (95) PERCENT RELATIVE COMPACTION. TO A MINIMUM OF NINETY-FIVE (95) PERCENT RELATIVE COMPACTION. A MINIMUM OF NINETY-FIVE (95) PERCENT RELATIVE COMPACTION. A MINIMUM OF NINETY-FIVE (95) PERCENT RELATIVE COMPACTION. MINIMUM OF NINETY-FIVE (95) PERCENT RELATIVE COMPACTION. MINIMUM OF NINETY-FIVE (95) PERCENT RELATIVE COMPACTION. OF NINETY-FIVE (95) PERCENT RELATIVE COMPACTION. OF NINETY-FIVE (95) PERCENT RELATIVE COMPACTION. NINETY-FIVE (95) PERCENT RELATIVE COMPACTION. NINETY-FIVE (95) PERCENT RELATIVE COMPACTION. (95) PERCENT RELATIVE COMPACTION. (95) PERCENT RELATIVE COMPACTION. PERCENT RELATIVE COMPACTION. PERCENT RELATIVE COMPACTION. RELATIVE COMPACTION. RELATIVE COMPACTION. COMPACTION. COMPACTION. SEE "LIABILITIES" FOR COST RESPONSIBILITY. 29. THE CONTRACTOR SHALL PROVIDE SOIL TEST REPORTS PREPARED BY AN APPROVED TESTING THE CONTRACTOR SHALL PROVIDE SOIL TEST REPORTS PREPARED BY AN APPROVED TESTING THE CONTRACTOR SHALL PROVIDE SOIL TEST REPORTS PREPARED BY AN APPROVED TESTING CONTRACTOR SHALL PROVIDE SOIL TEST REPORTS PREPARED BY AN APPROVED TESTING CONTRACTOR SHALL PROVIDE SOIL TEST REPORTS PREPARED BY AN APPROVED TESTING SHALL PROVIDE SOIL TEST REPORTS PREPARED BY AN APPROVED TESTING SHALL PROVIDE SOIL TEST REPORTS PREPARED BY AN APPROVED TESTING PROVIDE SOIL TEST REPORTS PREPARED BY AN APPROVED TESTING PROVIDE SOIL TEST REPORTS PREPARED BY AN APPROVED TESTING SOIL TEST REPORTS PREPARED BY AN APPROVED TESTING SOIL TEST REPORTS PREPARED BY AN APPROVED TESTING TEST REPORTS PREPARED BY AN APPROVED TESTING TEST REPORTS PREPARED BY AN APPROVED TESTING REPORTS PREPARED BY AN APPROVED TESTING REPORTS PREPARED BY AN APPROVED TESTING PREPARED BY AN APPROVED TESTING PREPARED BY AN APPROVED TESTING BY AN APPROVED TESTING BY AN APPROVED TESTING AN APPROVED TESTING AN APPROVED TESTING APPROVED TESTING APPROVED TESTING TESTING TESTING AGENCY FOR ALL AREAS WHERE FILL IS PLACED.
AutoCAD SHX Text
34. DRAINAGE SLOPES ON SITES SHALL BE TO AN APPROVED DRAINAGE FACILITY OR A PUBLIC DRAINAGE SLOPES ON SITES SHALL BE TO AN APPROVED DRAINAGE FACILITY OR A PUBLIC DRAINAGE SLOPES ON SITES SHALL BE TO AN APPROVED DRAINAGE FACILITY OR A PUBLIC SLOPES ON SITES SHALL BE TO AN APPROVED DRAINAGE FACILITY OR A PUBLIC SLOPES ON SITES SHALL BE TO AN APPROVED DRAINAGE FACILITY OR A PUBLIC ON SITES SHALL BE TO AN APPROVED DRAINAGE FACILITY OR A PUBLIC ON SITES SHALL BE TO AN APPROVED DRAINAGE FACILITY OR A PUBLIC SITES SHALL BE TO AN APPROVED DRAINAGE FACILITY OR A PUBLIC SITES SHALL BE TO AN APPROVED DRAINAGE FACILITY OR A PUBLIC SHALL BE TO AN APPROVED DRAINAGE FACILITY OR A PUBLIC SHALL BE TO AN APPROVED DRAINAGE FACILITY OR A PUBLIC BE TO AN APPROVED DRAINAGE FACILITY OR A PUBLIC BE TO AN APPROVED DRAINAGE FACILITY OR A PUBLIC TO AN APPROVED DRAINAGE FACILITY OR A PUBLIC TO AN APPROVED DRAINAGE FACILITY OR A PUBLIC AN APPROVED DRAINAGE FACILITY OR A PUBLIC AN APPROVED DRAINAGE FACILITY OR A PUBLIC APPROVED DRAINAGE FACILITY OR A PUBLIC APPROVED DRAINAGE FACILITY OR A PUBLIC DRAINAGE FACILITY OR A PUBLIC DRAINAGE FACILITY OR A PUBLIC FACILITY OR A PUBLIC FACILITY OR A PUBLIC OR A PUBLIC OR A PUBLIC A PUBLIC A PUBLIC PUBLIC PUBLIC STREET, AND SHALL COMPLY WITH CURRENT CBC REQUIREMENTS. NO DRAINAGE SHALL BE AND SHALL COMPLY WITH CURRENT CBC REQUIREMENTS. NO DRAINAGE SHALL BE AND SHALL COMPLY WITH CURRENT CBC REQUIREMENTS. NO DRAINAGE SHALL BE SHALL COMPLY WITH CURRENT CBC REQUIREMENTS. NO DRAINAGE SHALL BE SHALL COMPLY WITH CURRENT CBC REQUIREMENTS. NO DRAINAGE SHALL BE COMPLY WITH CURRENT CBC REQUIREMENTS. NO DRAINAGE SHALL BE COMPLY WITH CURRENT CBC REQUIREMENTS. NO DRAINAGE SHALL BE WITH CURRENT CBC REQUIREMENTS. NO DRAINAGE SHALL BE WITH CURRENT CBC REQUIREMENTS. NO DRAINAGE SHALL BE CURRENT CBC REQUIREMENTS. NO DRAINAGE SHALL BE CURRENT CBC REQUIREMENTS. NO DRAINAGE SHALL BE CBC REQUIREMENTS. NO DRAINAGE SHALL BE CBC REQUIREMENTS. NO DRAINAGE SHALL BE REQUIREMENTS. NO DRAINAGE SHALL BE REQUIREMENTS. NO DRAINAGE SHALL BE NO DRAINAGE SHALL BE NO DRAINAGE SHALL BE DRAINAGE SHALL BE DRAINAGE SHALL BE SHALL BE SHALL BE BE BE ALLOWED ONTO ADJACENT PROPERTY. 35. GRADING NEXT TO ADJACENT PROPERTIES SHALL CONFORM TO CITY OF KINGSBURG STANDARDS, GRADING NEXT TO ADJACENT PROPERTIES SHALL CONFORM TO CITY OF KINGSBURG STANDARDS, GRADING NEXT TO ADJACENT PROPERTIES SHALL CONFORM TO CITY OF KINGSBURG STANDARDS, NEXT TO ADJACENT PROPERTIES SHALL CONFORM TO CITY OF KINGSBURG STANDARDS, NEXT TO ADJACENT PROPERTIES SHALL CONFORM TO CITY OF KINGSBURG STANDARDS, TO ADJACENT PROPERTIES SHALL CONFORM TO CITY OF KINGSBURG STANDARDS, TO ADJACENT PROPERTIES SHALL CONFORM TO CITY OF KINGSBURG STANDARDS, ADJACENT PROPERTIES SHALL CONFORM TO CITY OF KINGSBURG STANDARDS, ADJACENT PROPERTIES SHALL CONFORM TO CITY OF KINGSBURG STANDARDS, PROPERTIES SHALL CONFORM TO CITY OF KINGSBURG STANDARDS, PROPERTIES SHALL CONFORM TO CITY OF KINGSBURG STANDARDS, SHALL CONFORM TO CITY OF KINGSBURG STANDARDS, SHALL CONFORM TO CITY OF KINGSBURG STANDARDS, CONFORM TO CITY OF KINGSBURG STANDARDS, CONFORM TO CITY OF KINGSBURG STANDARDS, TO CITY OF KINGSBURG STANDARDS, TO CITY OF KINGSBURG STANDARDS, CITY OF KINGSBURG STANDARDS, CITY OF KINGSBURG STANDARDS, OF KINGSBURG STANDARDS, OF KINGSBURG STANDARDS, KINGSBURG STANDARDS, KINGSBURG STANDARDS, STANDARDS, STANDARDS, OR A RECORDED SLOPE EASEMENT FROM ADJOINING PROPERTY OWNERS AFFECTED SHALL BE A RECORDED SLOPE EASEMENT FROM ADJOINING PROPERTY OWNERS AFFECTED SHALL BE A RECORDED SLOPE EASEMENT FROM ADJOINING PROPERTY OWNERS AFFECTED SHALL BE RECORDED SLOPE EASEMENT FROM ADJOINING PROPERTY OWNERS AFFECTED SHALL BE RECORDED SLOPE EASEMENT FROM ADJOINING PROPERTY OWNERS AFFECTED SHALL BE SLOPE EASEMENT FROM ADJOINING PROPERTY OWNERS AFFECTED SHALL BE SLOPE EASEMENT FROM ADJOINING PROPERTY OWNERS AFFECTED SHALL BE EASEMENT FROM ADJOINING PROPERTY OWNERS AFFECTED SHALL BE EASEMENT FROM ADJOINING PROPERTY OWNERS AFFECTED SHALL BE FROM ADJOINING PROPERTY OWNERS AFFECTED SHALL BE FROM ADJOINING PROPERTY OWNERS AFFECTED SHALL BE ADJOINING PROPERTY OWNERS AFFECTED SHALL BE ADJOINING PROPERTY OWNERS AFFECTED SHALL BE PROPERTY OWNERS AFFECTED SHALL BE PROPERTY OWNERS AFFECTED SHALL BE OWNERS AFFECTED SHALL BE OWNERS AFFECTED SHALL BE AFFECTED SHALL BE AFFECTED SHALL BE SHALL BE SHALL BE BE BE PROVIDED. 36. THE CONTRACTOR SHALL HAVE THE COMPACTION REPORT FILED WITH THE CITY OF KINGSBURG THE CONTRACTOR SHALL HAVE THE COMPACTION REPORT FILED WITH THE CITY OF KINGSBURG THE CONTRACTOR SHALL HAVE THE COMPACTION REPORT FILED WITH THE CITY OF KINGSBURG CONTRACTOR SHALL HAVE THE COMPACTION REPORT FILED WITH THE CITY OF KINGSBURG CONTRACTOR SHALL HAVE THE COMPACTION REPORT FILED WITH THE CITY OF KINGSBURG SHALL HAVE THE COMPACTION REPORT FILED WITH THE CITY OF KINGSBURG SHALL HAVE THE COMPACTION REPORT FILED WITH THE CITY OF KINGSBURG HAVE THE COMPACTION REPORT FILED WITH THE CITY OF KINGSBURG HAVE THE COMPACTION REPORT FILED WITH THE CITY OF KINGSBURG THE COMPACTION REPORT FILED WITH THE CITY OF KINGSBURG THE COMPACTION REPORT FILED WITH THE CITY OF KINGSBURG COMPACTION REPORT FILED WITH THE CITY OF KINGSBURG COMPACTION REPORT FILED WITH THE CITY OF KINGSBURG REPORT FILED WITH THE CITY OF KINGSBURG REPORT FILED WITH THE CITY OF KINGSBURG FILED WITH THE CITY OF KINGSBURG FILED WITH THE CITY OF KINGSBURG WITH THE CITY OF KINGSBURG WITH THE CITY OF KINGSBURG THE CITY OF KINGSBURG THE CITY OF KINGSBURG CITY OF KINGSBURG CITY OF KINGSBURG OF KINGSBURG OF KINGSBURG KINGSBURG KINGSBURG BUILDING DIVISION FOR ANY LOT WITH SIX (6) INCH OR MORE OF FILL PRIOR TO ISSUANCE OF DIVISION FOR ANY LOT WITH SIX (6) INCH OR MORE OF FILL PRIOR TO ISSUANCE OF DIVISION FOR ANY LOT WITH SIX (6) INCH OR MORE OF FILL PRIOR TO ISSUANCE OF FOR ANY LOT WITH SIX (6) INCH OR MORE OF FILL PRIOR TO ISSUANCE OF FOR ANY LOT WITH SIX (6) INCH OR MORE OF FILL PRIOR TO ISSUANCE OF ANY LOT WITH SIX (6) INCH OR MORE OF FILL PRIOR TO ISSUANCE OF ANY LOT WITH SIX (6) INCH OR MORE OF FILL PRIOR TO ISSUANCE OF LOT WITH SIX (6) INCH OR MORE OF FILL PRIOR TO ISSUANCE OF LOT WITH SIX (6) INCH OR MORE OF FILL PRIOR TO ISSUANCE OF WITH SIX (6) INCH OR MORE OF FILL PRIOR TO ISSUANCE OF WITH SIX (6) INCH OR MORE OF FILL PRIOR TO ISSUANCE OF SIX (6) INCH OR MORE OF FILL PRIOR TO ISSUANCE OF SIX (6) INCH OR MORE OF FILL PRIOR TO ISSUANCE OF (6) INCH OR MORE OF FILL PRIOR TO ISSUANCE OF (6) INCH OR MORE OF FILL PRIOR TO ISSUANCE OF INCH OR MORE OF FILL PRIOR TO ISSUANCE OF INCH OR MORE OF FILL PRIOR TO ISSUANCE OF OR MORE OF FILL PRIOR TO ISSUANCE OF OR MORE OF FILL PRIOR TO ISSUANCE OF MORE OF FILL PRIOR TO ISSUANCE OF MORE OF FILL PRIOR TO ISSUANCE OF OF FILL PRIOR TO ISSUANCE OF OF FILL PRIOR TO ISSUANCE OF FILL PRIOR TO ISSUANCE OF FILL PRIOR TO ISSUANCE OF PRIOR TO ISSUANCE OF PRIOR TO ISSUANCE OF TO ISSUANCE OF TO ISSUANCE OF ISSUANCE OF ISSUANCE OF OF OF A BUILDING PERMIT. 37. ALL FIRE HYDRANTS ARE TO BE IN PLACE AND WORKING BEFORE BUILDING CONSTRUCTION ALL FIRE HYDRANTS ARE TO BE IN PLACE AND WORKING BEFORE BUILDING CONSTRUCTION ALL FIRE HYDRANTS ARE TO BE IN PLACE AND WORKING BEFORE BUILDING CONSTRUCTION FIRE HYDRANTS ARE TO BE IN PLACE AND WORKING BEFORE BUILDING CONSTRUCTION FIRE HYDRANTS ARE TO BE IN PLACE AND WORKING BEFORE BUILDING CONSTRUCTION HYDRANTS ARE TO BE IN PLACE AND WORKING BEFORE BUILDING CONSTRUCTION HYDRANTS ARE TO BE IN PLACE AND WORKING BEFORE BUILDING CONSTRUCTION ARE TO BE IN PLACE AND WORKING BEFORE BUILDING CONSTRUCTION ARE TO BE IN PLACE AND WORKING BEFORE BUILDING CONSTRUCTION TO BE IN PLACE AND WORKING BEFORE BUILDING CONSTRUCTION TO BE IN PLACE AND WORKING BEFORE BUILDING CONSTRUCTION BE IN PLACE AND WORKING BEFORE BUILDING CONSTRUCTION BE IN PLACE AND WORKING BEFORE BUILDING CONSTRUCTION IN PLACE AND WORKING BEFORE BUILDING CONSTRUCTION IN PLACE AND WORKING BEFORE BUILDING CONSTRUCTION PLACE AND WORKING BEFORE BUILDING CONSTRUCTION PLACE AND WORKING BEFORE BUILDING CONSTRUCTION AND WORKING BEFORE BUILDING CONSTRUCTION AND WORKING BEFORE BUILDING CONSTRUCTION WORKING BEFORE BUILDING CONSTRUCTION WORKING BEFORE BUILDING CONSTRUCTION BEFORE BUILDING CONSTRUCTION BEFORE BUILDING CONSTRUCTION BUILDING CONSTRUCTION BUILDING CONSTRUCTION CONSTRUCTION CONSTRUCTION BEGINS. 38. BUILDINGS SHALL HAVE THE FOUNDATION WALL OR CONCRETE FLOOR SLAB CONSTRUCTED AT BUILDINGS SHALL HAVE THE FOUNDATION WALL OR CONCRETE FLOOR SLAB CONSTRUCTED AT BUILDINGS SHALL HAVE THE FOUNDATION WALL OR CONCRETE FLOOR SLAB CONSTRUCTED AT SHALL HAVE THE FOUNDATION WALL OR CONCRETE FLOOR SLAB CONSTRUCTED AT SHALL HAVE THE FOUNDATION WALL OR CONCRETE FLOOR SLAB CONSTRUCTED AT HAVE THE FOUNDATION WALL OR CONCRETE FLOOR SLAB CONSTRUCTED AT HAVE THE FOUNDATION WALL OR CONCRETE FLOOR SLAB CONSTRUCTED AT THE FOUNDATION WALL OR CONCRETE FLOOR SLAB CONSTRUCTED AT THE FOUNDATION WALL OR CONCRETE FLOOR SLAB CONSTRUCTED AT FOUNDATION WALL OR CONCRETE FLOOR SLAB CONSTRUCTED AT FOUNDATION WALL OR CONCRETE FLOOR SLAB CONSTRUCTED AT WALL OR CONCRETE FLOOR SLAB CONSTRUCTED AT WALL OR CONCRETE FLOOR SLAB CONSTRUCTED AT OR CONCRETE FLOOR SLAB CONSTRUCTED AT OR CONCRETE FLOOR SLAB CONSTRUCTED AT CONCRETE FLOOR SLAB CONSTRUCTED AT CONCRETE FLOOR SLAB CONSTRUCTED AT FLOOR SLAB CONSTRUCTED AT FLOOR SLAB CONSTRUCTED AT SLAB CONSTRUCTED AT SLAB CONSTRUCTED AT CONSTRUCTED AT CONSTRUCTED AT AT AT LEAST 6 INCHES ABOVE THE CROWN OF THE ADJOINING STREET. 39. ALL FILL USED TO SUPPORT THE FOUNDATIONS OF ANY BUILDING OR STRUCTURE SHALL BE ALL FILL USED TO SUPPORT THE FOUNDATIONS OF ANY BUILDING OR STRUCTURE SHALL BE ALL FILL USED TO SUPPORT THE FOUNDATIONS OF ANY BUILDING OR STRUCTURE SHALL BE FILL USED TO SUPPORT THE FOUNDATIONS OF ANY BUILDING OR STRUCTURE SHALL BE FILL USED TO SUPPORT THE FOUNDATIONS OF ANY BUILDING OR STRUCTURE SHALL BE USED TO SUPPORT THE FOUNDATIONS OF ANY BUILDING OR STRUCTURE SHALL BE USED TO SUPPORT THE FOUNDATIONS OF ANY BUILDING OR STRUCTURE SHALL BE TO SUPPORT THE FOUNDATIONS OF ANY BUILDING OR STRUCTURE SHALL BE TO SUPPORT THE FOUNDATIONS OF ANY BUILDING OR STRUCTURE SHALL BE SUPPORT THE FOUNDATIONS OF ANY BUILDING OR STRUCTURE SHALL BE SUPPORT THE FOUNDATIONS OF ANY BUILDING OR STRUCTURE SHALL BE THE FOUNDATIONS OF ANY BUILDING OR STRUCTURE SHALL BE THE FOUNDATIONS OF ANY BUILDING OR STRUCTURE SHALL BE FOUNDATIONS OF ANY BUILDING OR STRUCTURE SHALL BE FOUNDATIONS OF ANY BUILDING OR STRUCTURE SHALL BE OF ANY BUILDING OR STRUCTURE SHALL BE OF ANY BUILDING OR STRUCTURE SHALL BE ANY BUILDING OR STRUCTURE SHALL BE ANY BUILDING OR STRUCTURE SHALL BE BUILDING OR STRUCTURE SHALL BE BUILDING OR STRUCTURE SHALL BE OR STRUCTURE SHALL BE OR STRUCTURE SHALL BE STRUCTURE SHALL BE STRUCTURE SHALL BE SHALL BE SHALL BE BE BE PLACED UNDER THE DIRECTION OF A GEO-TECHNICAL ENGINEER AND THE FILL SHALL BE UNDER THE DIRECTION OF A GEO-TECHNICAL ENGINEER AND THE FILL SHALL BE UNDER THE DIRECTION OF A GEO-TECHNICAL ENGINEER AND THE FILL SHALL BE THE DIRECTION OF A GEO-TECHNICAL ENGINEER AND THE FILL SHALL BE THE DIRECTION OF A GEO-TECHNICAL ENGINEER AND THE FILL SHALL BE DIRECTION OF A GEO-TECHNICAL ENGINEER AND THE FILL SHALL BE DIRECTION OF A GEO-TECHNICAL ENGINEER AND THE FILL SHALL BE OF A GEO-TECHNICAL ENGINEER AND THE FILL SHALL BE OF A GEO-TECHNICAL ENGINEER AND THE FILL SHALL BE A GEO-TECHNICAL ENGINEER AND THE FILL SHALL BE A GEO-TECHNICAL ENGINEER AND THE FILL SHALL BE GEO-TECHNICAL ENGINEER AND THE FILL SHALL BE GEO-TECHNICAL ENGINEER AND THE FILL SHALL BE ENGINEER AND THE FILL SHALL BE ENGINEER AND THE FILL SHALL BE AND THE FILL SHALL BE AND THE FILL SHALL BE THE FILL SHALL BE THE FILL SHALL BE FILL SHALL BE FILL SHALL BE SHALL BE SHALL BE BE BE OBSERVED BY THE GEO-TECHNICAL ENGINEER OR HIS QUALIFIED REPRESENTATIVE. A SOILS BY THE GEO-TECHNICAL ENGINEER OR HIS QUALIFIED REPRESENTATIVE. A SOILS BY THE GEO-TECHNICAL ENGINEER OR HIS QUALIFIED REPRESENTATIVE. A SOILS THE GEO-TECHNICAL ENGINEER OR HIS QUALIFIED REPRESENTATIVE. A SOILS THE GEO-TECHNICAL ENGINEER OR HIS QUALIFIED REPRESENTATIVE. A SOILS GEO-TECHNICAL ENGINEER OR HIS QUALIFIED REPRESENTATIVE. A SOILS GEO-TECHNICAL ENGINEER OR HIS QUALIFIED REPRESENTATIVE. A SOILS ENGINEER OR HIS QUALIFIED REPRESENTATIVE. A SOILS ENGINEER OR HIS QUALIFIED REPRESENTATIVE. A SOILS OR HIS QUALIFIED REPRESENTATIVE. A SOILS OR HIS QUALIFIED REPRESENTATIVE. A SOILS HIS QUALIFIED REPRESENTATIVE. A SOILS HIS QUALIFIED REPRESENTATIVE. A SOILS QUALIFIED REPRESENTATIVE. A SOILS QUALIFIED REPRESENTATIVE. A SOILS REPRESENTATIVE. A SOILS REPRESENTATIVE. A SOILS A SOILS A SOILS SOILS SOILS INVESTIGATIVE REPORT AND A REPORT OF SATISFACTORY PLACEMENT OF FILL, BOTH REPORT AND A REPORT OF SATISFACTORY PLACEMENT OF FILL, BOTH REPORT AND A REPORT OF SATISFACTORY PLACEMENT OF FILL, BOTH AND A REPORT OF SATISFACTORY PLACEMENT OF FILL, BOTH AND A REPORT OF SATISFACTORY PLACEMENT OF FILL, BOTH A REPORT OF SATISFACTORY PLACEMENT OF FILL, BOTH A REPORT OF SATISFACTORY PLACEMENT OF FILL, BOTH REPORT OF SATISFACTORY PLACEMENT OF FILL, BOTH REPORT OF SATISFACTORY PLACEMENT OF FILL, BOTH OF SATISFACTORY PLACEMENT OF FILL, BOTH OF SATISFACTORY PLACEMENT OF FILL, BOTH SATISFACTORY PLACEMENT OF FILL, BOTH SATISFACTORY PLACEMENT OF FILL, BOTH PLACEMENT OF FILL, BOTH PLACEMENT OF FILL, BOTH OF FILL, BOTH OF FILL, BOTH FILL, BOTH FILL, BOTH BOTH BOTH ACCEPTABLE TO THE BUILDING OFFICIAL, SHALL BE SUBMITTED, PER 2016 CBC. HAZARDOUS MATERIALS 40. THE CONTRACTOR/OWNER ACKNOWLEDGES THAT THE CITY'S APPROVAL OF A GRADING PLAN THE CONTRACTOR/OWNER ACKNOWLEDGES THAT THE CITY'S APPROVAL OF A GRADING PLAN THE CONTRACTOR/OWNER ACKNOWLEDGES THAT THE CITY'S APPROVAL OF A GRADING PLAN CONTRACTOR/OWNER ACKNOWLEDGES THAT THE CITY'S APPROVAL OF A GRADING PLAN CONTRACTOR/OWNER ACKNOWLEDGES THAT THE CITY'S APPROVAL OF A GRADING PLAN ACKNOWLEDGES THAT THE CITY'S APPROVAL OF A GRADING PLAN ACKNOWLEDGES THAT THE CITY'S APPROVAL OF A GRADING PLAN THAT THE CITY'S APPROVAL OF A GRADING PLAN THAT THE CITY'S APPROVAL OF A GRADING PLAN THE CITY'S APPROVAL OF A GRADING PLAN THE CITY'S APPROVAL OF A GRADING PLAN CITY'S APPROVAL OF A GRADING PLAN CITY'S APPROVAL OF A GRADING PLAN APPROVAL OF A GRADING PLAN APPROVAL OF A GRADING PLAN OF A GRADING PLAN OF A GRADING PLAN A GRADING PLAN A GRADING PLAN GRADING PLAN GRADING PLAN PLAN PLAN DOES NOT EXPRESS OR IMPLY THE SITE IS FREE OF CONTAMINANTS OR HAZARDOUS MATERIALS, NOT EXPRESS OR IMPLY THE SITE IS FREE OF CONTAMINANTS OR HAZARDOUS MATERIALS, NOT EXPRESS OR IMPLY THE SITE IS FREE OF CONTAMINANTS OR HAZARDOUS MATERIALS, EXPRESS OR IMPLY THE SITE IS FREE OF CONTAMINANTS OR HAZARDOUS MATERIALS, EXPRESS OR IMPLY THE SITE IS FREE OF CONTAMINANTS OR HAZARDOUS MATERIALS, OR IMPLY THE SITE IS FREE OF CONTAMINANTS OR HAZARDOUS MATERIALS, OR IMPLY THE SITE IS FREE OF CONTAMINANTS OR HAZARDOUS MATERIALS, IMPLY THE SITE IS FREE OF CONTAMINANTS OR HAZARDOUS MATERIALS, IMPLY THE SITE IS FREE OF CONTAMINANTS OR HAZARDOUS MATERIALS, THE SITE IS FREE OF CONTAMINANTS OR HAZARDOUS MATERIALS, THE SITE IS FREE OF CONTAMINANTS OR HAZARDOUS MATERIALS, SITE IS FREE OF CONTAMINANTS OR HAZARDOUS MATERIALS, SITE IS FREE OF CONTAMINANTS OR HAZARDOUS MATERIALS, IS FREE OF CONTAMINANTS OR HAZARDOUS MATERIALS, IS FREE OF CONTAMINANTS OR HAZARDOUS MATERIALS, FREE OF CONTAMINANTS OR HAZARDOUS MATERIALS, FREE OF CONTAMINANTS OR HAZARDOUS MATERIALS, OF CONTAMINANTS OR HAZARDOUS MATERIALS, OF CONTAMINANTS OR HAZARDOUS MATERIALS, CONTAMINANTS OR HAZARDOUS MATERIALS, CONTAMINANTS OR HAZARDOUS MATERIALS, OR HAZARDOUS MATERIALS, OR HAZARDOUS MATERIALS, HAZARDOUS MATERIALS, HAZARDOUS MATERIALS, MATERIALS, MATERIALS, OR THAT THE CITY IS RESPONSIBLE OR LIABLE, IN ANY WAY, FOR THE CLEANUP OF THIS SITE. UTILITIES 41. ELECTRICAL POWER SUPPLY LINES ARE TO BE PLACED WITHIN SCHEDULE-80 PVC CONDUITS ELECTRICAL POWER SUPPLY LINES ARE TO BE PLACED WITHIN SCHEDULE-80 PVC CONDUITS ELECTRICAL POWER SUPPLY LINES ARE TO BE PLACED WITHIN SCHEDULE-80 PVC CONDUITS POWER SUPPLY LINES ARE TO BE PLACED WITHIN SCHEDULE-80 PVC CONDUITS POWER SUPPLY LINES ARE TO BE PLACED WITHIN SCHEDULE-80 PVC CONDUITS SUPPLY LINES ARE TO BE PLACED WITHIN SCHEDULE-80 PVC CONDUITS SUPPLY LINES ARE TO BE PLACED WITHIN SCHEDULE-80 PVC CONDUITS LINES ARE TO BE PLACED WITHIN SCHEDULE-80 PVC CONDUITS LINES ARE TO BE PLACED WITHIN SCHEDULE-80 PVC CONDUITS ARE TO BE PLACED WITHIN SCHEDULE-80 PVC CONDUITS ARE TO BE PLACED WITHIN SCHEDULE-80 PVC CONDUITS TO BE PLACED WITHIN SCHEDULE-80 PVC CONDUITS TO BE PLACED WITHIN SCHEDULE-80 PVC CONDUITS BE PLACED WITHIN SCHEDULE-80 PVC CONDUITS BE PLACED WITHIN SCHEDULE-80 PVC CONDUITS PLACED WITHIN SCHEDULE-80 PVC CONDUITS PLACED WITHIN SCHEDULE-80 PVC CONDUITS WITHIN SCHEDULE-80 PVC CONDUITS WITHIN SCHEDULE-80 PVC CONDUITS SCHEDULE-80 PVC CONDUITS SCHEDULE-80 PVC CONDUITS PVC CONDUITS PVC CONDUITS CONDUITS CONDUITS EXCEPT UNDER PAVEMENT, WHERE PVC CONDUITS SHALL BE PLACED IN GALVANIZED STEEL UNDER PAVEMENT, WHERE PVC CONDUITS SHALL BE PLACED IN GALVANIZED STEEL UNDER PAVEMENT, WHERE PVC CONDUITS SHALL BE PLACED IN GALVANIZED STEEL PAVEMENT, WHERE PVC CONDUITS SHALL BE PLACED IN GALVANIZED STEEL PAVEMENT, WHERE PVC CONDUITS SHALL BE PLACED IN GALVANIZED STEEL WHERE PVC CONDUITS SHALL BE PLACED IN GALVANIZED STEEL WHERE PVC CONDUITS SHALL BE PLACED IN GALVANIZED STEEL PVC CONDUITS SHALL BE PLACED IN GALVANIZED STEEL PVC CONDUITS SHALL BE PLACED IN GALVANIZED STEEL CONDUITS SHALL BE PLACED IN GALVANIZED STEEL CONDUITS SHALL BE PLACED IN GALVANIZED STEEL SHALL BE PLACED IN GALVANIZED STEEL SHALL BE PLACED IN GALVANIZED STEEL BE PLACED IN GALVANIZED STEEL BE PLACED IN GALVANIZED STEEL PLACED IN GALVANIZED STEEL PLACED IN GALVANIZED STEEL IN GALVANIZED STEEL IN GALVANIZED STEEL GALVANIZED STEEL GALVANIZED STEEL STEEL STEEL SLEEVES. 42. ALL STREETLIGHTS SHALL BE 70 WATT EQUIVALENT LED UNLESS OTHERWISE NOTED. ALL STREETLIGHTS SHALL BE 70 WATT EQUIVALENT LED UNLESS OTHERWISE NOTED. 43. ALL UTILITY VAULTS (PMH BOXES) REQUIRED TO BE INSTALLED SHALL BE SITED AND APPROVED ALL UTILITY VAULTS (PMH BOXES) REQUIRED TO BE INSTALLED SHALL BE SITED AND APPROVED ALL UTILITY VAULTS (PMH BOXES) REQUIRED TO BE INSTALLED SHALL BE SITED AND APPROVED UTILITY VAULTS (PMH BOXES) REQUIRED TO BE INSTALLED SHALL BE SITED AND APPROVED UTILITY VAULTS (PMH BOXES) REQUIRED TO BE INSTALLED SHALL BE SITED AND APPROVED VAULTS (PMH BOXES) REQUIRED TO BE INSTALLED SHALL BE SITED AND APPROVED VAULTS (PMH BOXES) REQUIRED TO BE INSTALLED SHALL BE SITED AND APPROVED (PMH BOXES) REQUIRED TO BE INSTALLED SHALL BE SITED AND APPROVED (PMH BOXES) REQUIRED TO BE INSTALLED SHALL BE SITED AND APPROVED BOXES) REQUIRED TO BE INSTALLED SHALL BE SITED AND APPROVED BOXES) REQUIRED TO BE INSTALLED SHALL BE SITED AND APPROVED REQUIRED TO BE INSTALLED SHALL BE SITED AND APPROVED REQUIRED TO BE INSTALLED SHALL BE SITED AND APPROVED TO BE INSTALLED SHALL BE SITED AND APPROVED TO BE INSTALLED SHALL BE SITED AND APPROVED BE INSTALLED SHALL BE SITED AND APPROVED BE INSTALLED SHALL BE SITED AND APPROVED INSTALLED SHALL BE SITED AND APPROVED INSTALLED SHALL BE SITED AND APPROVED SHALL BE SITED AND APPROVED SHALL BE SITED AND APPROVED BE SITED AND APPROVED BE SITED AND APPROVED SITED AND APPROVED SITED AND APPROVED AND APPROVED AND APPROVED APPROVED APPROVED BY THE CITY. ANY RETAINING STRUCTURES REQUIRED WITH THE INSTALLATION OF THESE PMH THE CITY. ANY RETAINING STRUCTURES REQUIRED WITH THE INSTALLATION OF THESE PMH THE CITY. ANY RETAINING STRUCTURES REQUIRED WITH THE INSTALLATION OF THESE PMH CITY. ANY RETAINING STRUCTURES REQUIRED WITH THE INSTALLATION OF THESE PMH CITY. ANY RETAINING STRUCTURES REQUIRED WITH THE INSTALLATION OF THESE PMH ANY RETAINING STRUCTURES REQUIRED WITH THE INSTALLATION OF THESE PMH ANY RETAINING STRUCTURES REQUIRED WITH THE INSTALLATION OF THESE PMH RETAINING STRUCTURES REQUIRED WITH THE INSTALLATION OF THESE PMH RETAINING STRUCTURES REQUIRED WITH THE INSTALLATION OF THESE PMH STRUCTURES REQUIRED WITH THE INSTALLATION OF THESE PMH STRUCTURES REQUIRED WITH THE INSTALLATION OF THESE PMH REQUIRED WITH THE INSTALLATION OF THESE PMH REQUIRED WITH THE INSTALLATION OF THESE PMH WITH THE INSTALLATION OF THESE PMH WITH THE INSTALLATION OF THESE PMH THE INSTALLATION OF THESE PMH THE INSTALLATION OF THESE PMH INSTALLATION OF THESE PMH INSTALLATION OF THESE PMH OF THESE PMH OF THESE PMH THESE PMH THESE PMH PMH PMH BOXES SHALL BE A MASONRY DESIGN AND MATERIAL USED SHALL BE OF THE SAME TYPE/LOT SHALL BE A MASONRY DESIGN AND MATERIAL USED SHALL BE OF THE SAME TYPE/LOT SHALL BE A MASONRY DESIGN AND MATERIAL USED SHALL BE OF THE SAME TYPE/LOT BE A MASONRY DESIGN AND MATERIAL USED SHALL BE OF THE SAME TYPE/LOT BE A MASONRY DESIGN AND MATERIAL USED SHALL BE OF THE SAME TYPE/LOT A MASONRY DESIGN AND MATERIAL USED SHALL BE OF THE SAME TYPE/LOT A MASONRY DESIGN AND MATERIAL USED SHALL BE OF THE SAME TYPE/LOT MASONRY DESIGN AND MATERIAL USED SHALL BE OF THE SAME TYPE/LOT MASONRY DESIGN AND MATERIAL USED SHALL BE OF THE SAME TYPE/LOT DESIGN AND MATERIAL USED SHALL BE OF THE SAME TYPE/LOT DESIGN AND MATERIAL USED SHALL BE OF THE SAME TYPE/LOT AND MATERIAL USED SHALL BE OF THE SAME TYPE/LOT AND MATERIAL USED SHALL BE OF THE SAME TYPE/LOT MATERIAL USED SHALL BE OF THE SAME TYPE/LOT MATERIAL USED SHALL BE OF THE SAME TYPE/LOT USED SHALL BE OF THE SAME TYPE/LOT USED SHALL BE OF THE SAME TYPE/LOT SHALL BE OF THE SAME TYPE/LOT SHALL BE OF THE SAME TYPE/LOT BE OF THE SAME TYPE/LOT BE OF THE SAME TYPE/LOT OF THE SAME TYPE/LOT OF THE SAME TYPE/LOT THE SAME TYPE/LOT THE SAME TYPE/LOT SAME TYPE/LOT SAME TYPE/LOT TYPE/LOT TYPE/LOT AS WALL INSTALLED WITH THIS DEVELOPMENT. THE TOPS OF ALL SLABS AND FOUNDATIONS WALL INSTALLED WITH THIS DEVELOPMENT. THE TOPS OF ALL SLABS AND FOUNDATIONS WALL INSTALLED WITH THIS DEVELOPMENT. THE TOPS OF ALL SLABS AND FOUNDATIONS INSTALLED WITH THIS DEVELOPMENT. THE TOPS OF ALL SLABS AND FOUNDATIONS INSTALLED WITH THIS DEVELOPMENT. THE TOPS OF ALL SLABS AND FOUNDATIONS WITH THIS DEVELOPMENT. THE TOPS OF ALL SLABS AND FOUNDATIONS WITH THIS DEVELOPMENT. THE TOPS OF ALL SLABS AND FOUNDATIONS THIS DEVELOPMENT. THE TOPS OF ALL SLABS AND FOUNDATIONS THIS DEVELOPMENT. THE TOPS OF ALL SLABS AND FOUNDATIONS DEVELOPMENT. THE TOPS OF ALL SLABS AND FOUNDATIONS DEVELOPMENT. THE TOPS OF ALL SLABS AND FOUNDATIONS THE TOPS OF ALL SLABS AND FOUNDATIONS THE TOPS OF ALL SLABS AND FOUNDATIONS TOPS OF ALL SLABS AND FOUNDATIONS TOPS OF ALL SLABS AND FOUNDATIONS OF ALL SLABS AND FOUNDATIONS OF ALL SLABS AND FOUNDATIONS ALL SLABS AND FOUNDATIONS ALL SLABS AND FOUNDATIONS SLABS AND FOUNDATIONS SLABS AND FOUNDATIONS AND FOUNDATIONS AND FOUNDATIONS FOUNDATIONS FOUNDATIONS SHALL BE INSTALLED FLUSH WITH THE GROUND FINISH GRADE AT THE LOWEST COMMON BE INSTALLED FLUSH WITH THE GROUND FINISH GRADE AT THE LOWEST COMMON BE INSTALLED FLUSH WITH THE GROUND FINISH GRADE AT THE LOWEST COMMON INSTALLED FLUSH WITH THE GROUND FINISH GRADE AT THE LOWEST COMMON INSTALLED FLUSH WITH THE GROUND FINISH GRADE AT THE LOWEST COMMON FLUSH WITH THE GROUND FINISH GRADE AT THE LOWEST COMMON FLUSH WITH THE GROUND FINISH GRADE AT THE LOWEST COMMON WITH THE GROUND FINISH GRADE AT THE LOWEST COMMON WITH THE GROUND FINISH GRADE AT THE LOWEST COMMON THE GROUND FINISH GRADE AT THE LOWEST COMMON THE GROUND FINISH GRADE AT THE LOWEST COMMON GROUND FINISH GRADE AT THE LOWEST COMMON GROUND FINISH GRADE AT THE LOWEST COMMON FINISH GRADE AT THE LOWEST COMMON FINISH GRADE AT THE LOWEST COMMON GRADE AT THE LOWEST COMMON GRADE AT THE LOWEST COMMON AT THE LOWEST COMMON AT THE LOWEST COMMON THE LOWEST COMMON THE LOWEST COMMON LOWEST COMMON LOWEST COMMON COMMON COMMON BOUNDARY. MASONRY RETAINING STRUCTURES SHALL BE CONSTRUCTED ON BOUNDARIES WHERE MASONRY RETAINING STRUCTURES SHALL BE CONSTRUCTED ON BOUNDARIES WHERE MASONRY RETAINING STRUCTURES SHALL BE CONSTRUCTED ON BOUNDARIES WHERE RETAINING STRUCTURES SHALL BE CONSTRUCTED ON BOUNDARIES WHERE RETAINING STRUCTURES SHALL BE CONSTRUCTED ON BOUNDARIES WHERE STRUCTURES SHALL BE CONSTRUCTED ON BOUNDARIES WHERE STRUCTURES SHALL BE CONSTRUCTED ON BOUNDARIES WHERE SHALL BE CONSTRUCTED ON BOUNDARIES WHERE SHALL BE CONSTRUCTED ON BOUNDARIES WHERE BE CONSTRUCTED ON BOUNDARIES WHERE BE CONSTRUCTED ON BOUNDARIES WHERE CONSTRUCTED ON BOUNDARIES WHERE CONSTRUCTED ON BOUNDARIES WHERE ON BOUNDARIES WHERE ON BOUNDARIES WHERE BOUNDARIES WHERE BOUNDARIES WHERE WHERE WHERE A CUT CONDITION EXISTS. 44. THE CONTRACTOR SHALL DEMONSTRATE THAT ALL CONDUITS BETWEEN PULL BOXES ARE THE CONTRACTOR SHALL DEMONSTRATE THAT ALL CONDUITS BETWEEN PULL BOXES ARE CONTRACTOR SHALL DEMONSTRATE THAT ALL CONDUITS BETWEEN PULL BOXES ARE CONTRACTOR SHALL DEMONSTRATE THAT ALL CONDUITS BETWEEN PULL BOXES ARE SHALL DEMONSTRATE THAT ALL CONDUITS BETWEEN PULL BOXES ARE SHALL DEMONSTRATE THAT ALL CONDUITS BETWEEN PULL BOXES ARE DEMONSTRATE THAT ALL CONDUITS BETWEEN PULL BOXES ARE DEMONSTRATE THAT ALL CONDUITS BETWEEN PULL BOXES ARE THAT ALL CONDUITS BETWEEN PULL BOXES ARE THAT ALL CONDUITS BETWEEN PULL BOXES ARE ALL CONDUITS BETWEEN PULL BOXES ARE ALL CONDUITS BETWEEN PULL BOXES ARE CONDUITS BETWEEN PULL BOXES ARE CONDUITS BETWEEN PULL BOXES ARE BETWEEN PULL BOXES ARE BETWEEN PULL BOXES ARE PULL BOXES ARE PULL BOXES ARE BOXES ARE BOXES ARE ARE ARE CONTINUOUS AND FREE OF OBSTRUCTIONS BY PULLING A MANDREL THROUGH EACH CONDUIT AND FREE OF OBSTRUCTIONS BY PULLING A MANDREL THROUGH EACH CONDUIT AND FREE OF OBSTRUCTIONS BY PULLING A MANDREL THROUGH EACH CONDUIT FREE OF OBSTRUCTIONS BY PULLING A MANDREL THROUGH EACH CONDUIT FREE OF OBSTRUCTIONS BY PULLING A MANDREL THROUGH EACH CONDUIT OF OBSTRUCTIONS BY PULLING A MANDREL THROUGH EACH CONDUIT OF OBSTRUCTIONS BY PULLING A MANDREL THROUGH EACH CONDUIT OBSTRUCTIONS BY PULLING A MANDREL THROUGH EACH CONDUIT OBSTRUCTIONS BY PULLING A MANDREL THROUGH EACH CONDUIT BY PULLING A MANDREL THROUGH EACH CONDUIT BY PULLING A MANDREL THROUGH EACH CONDUIT PULLING A MANDREL THROUGH EACH CONDUIT PULLING A MANDREL THROUGH EACH CONDUIT A MANDREL THROUGH EACH CONDUIT A MANDREL THROUGH EACH CONDUIT MANDREL THROUGH EACH CONDUIT MANDREL THROUGH EACH CONDUIT THROUGH EACH CONDUIT THROUGH EACH CONDUIT EACH CONDUIT EACH CONDUIT CONDUIT CONDUIT SEGMENT. FAILURE OF THE MANDREL TEST SHALL BE GROUNDS FOR REJECTION OF THE FAILURE OF THE MANDREL TEST SHALL BE GROUNDS FOR REJECTION OF THE FAILURE OF THE MANDREL TEST SHALL BE GROUNDS FOR REJECTION OF THE OF THE MANDREL TEST SHALL BE GROUNDS FOR REJECTION OF THE OF THE MANDREL TEST SHALL BE GROUNDS FOR REJECTION OF THE THE MANDREL TEST SHALL BE GROUNDS FOR REJECTION OF THE THE MANDREL TEST SHALL BE GROUNDS FOR REJECTION OF THE MANDREL TEST SHALL BE GROUNDS FOR REJECTION OF THE MANDREL TEST SHALL BE GROUNDS FOR REJECTION OF THE TEST SHALL BE GROUNDS FOR REJECTION OF THE TEST SHALL BE GROUNDS FOR REJECTION OF THE SHALL BE GROUNDS FOR REJECTION OF THE SHALL BE GROUNDS FOR REJECTION OF THE BE GROUNDS FOR REJECTION OF THE BE GROUNDS FOR REJECTION OF THE GROUNDS FOR REJECTION OF THE GROUNDS FOR REJECTION OF THE FOR REJECTION OF THE FOR REJECTION OF THE REJECTION OF THE REJECTION OF THE OF THE OF THE THE THE SECTION TESTED, UNTIL CORRECTION OF THE REASON FOR THE FAILURE AND SUCCESSFUL TESTED, UNTIL CORRECTION OF THE REASON FOR THE FAILURE AND SUCCESSFUL TESTED, UNTIL CORRECTION OF THE REASON FOR THE FAILURE AND SUCCESSFUL UNTIL CORRECTION OF THE REASON FOR THE FAILURE AND SUCCESSFUL UNTIL CORRECTION OF THE REASON FOR THE FAILURE AND SUCCESSFUL CORRECTION OF THE REASON FOR THE FAILURE AND SUCCESSFUL CORRECTION OF THE REASON FOR THE FAILURE AND SUCCESSFUL OF THE REASON FOR THE FAILURE AND SUCCESSFUL OF THE REASON FOR THE FAILURE AND SUCCESSFUL THE REASON FOR THE FAILURE AND SUCCESSFUL THE REASON FOR THE FAILURE AND SUCCESSFUL REASON FOR THE FAILURE AND SUCCESSFUL REASON FOR THE FAILURE AND SUCCESSFUL FOR THE FAILURE AND SUCCESSFUL FOR THE FAILURE AND SUCCESSFUL THE FAILURE AND SUCCESSFUL THE FAILURE AND SUCCESSFUL FAILURE AND SUCCESSFUL FAILURE AND SUCCESSFUL AND SUCCESSFUL AND SUCCESSFUL SUCCESSFUL SUCCESSFUL RETESTING OF THE SECTION. CITY STAFF SHALL BE PRESENT AT ALL MANDREL TESTS. 45. ALL LANDSCAPE AND CITY-OWNED STREET LIGHT ELECTRICAL METER PANELS SHALL BE TESCO ALL LANDSCAPE AND CITY-OWNED STREET LIGHT ELECTRICAL METER PANELS SHALL BE TESCO ALL LANDSCAPE AND CITY-OWNED STREET LIGHT ELECTRICAL METER PANELS SHALL BE TESCO LANDSCAPE AND CITY-OWNED STREET LIGHT ELECTRICAL METER PANELS SHALL BE TESCO LANDSCAPE AND CITY-OWNED STREET LIGHT ELECTRICAL METER PANELS SHALL BE TESCO AND CITY-OWNED STREET LIGHT ELECTRICAL METER PANELS SHALL BE TESCO AND CITY-OWNED STREET LIGHT ELECTRICAL METER PANELS SHALL BE TESCO CITY-OWNED STREET LIGHT ELECTRICAL METER PANELS SHALL BE TESCO CITY-OWNED STREET LIGHT ELECTRICAL METER PANELS SHALL BE TESCO STREET LIGHT ELECTRICAL METER PANELS SHALL BE TESCO STREET LIGHT ELECTRICAL METER PANELS SHALL BE TESCO LIGHT ELECTRICAL METER PANELS SHALL BE TESCO LIGHT ELECTRICAL METER PANELS SHALL BE TESCO ELECTRICAL METER PANELS SHALL BE TESCO ELECTRICAL METER PANELS SHALL BE TESCO METER PANELS SHALL BE TESCO METER PANELS SHALL BE TESCO PANELS SHALL BE TESCO PANELS SHALL BE TESCO SHALL BE TESCO SHALL BE TESCO BE TESCO BE TESCO TESCO TESCO OR PACIFIC UTILITY PRODUCTS ELECTRICAL METER PANEL, OR APPROVED EQUAL. THE MODEL PACIFIC UTILITY PRODUCTS ELECTRICAL METER PANEL, OR APPROVED EQUAL. THE MODEL PACIFIC UTILITY PRODUCTS ELECTRICAL METER PANEL, OR APPROVED EQUAL. THE MODEL UTILITY PRODUCTS ELECTRICAL METER PANEL, OR APPROVED EQUAL. THE MODEL UTILITY PRODUCTS ELECTRICAL METER PANEL, OR APPROVED EQUAL. THE MODEL PRODUCTS ELECTRICAL METER PANEL, OR APPROVED EQUAL. THE MODEL PRODUCTS ELECTRICAL METER PANEL, OR APPROVED EQUAL. THE MODEL ELECTRICAL METER PANEL, OR APPROVED EQUAL. THE MODEL ELECTRICAL METER PANEL, OR APPROVED EQUAL. THE MODEL METER PANEL, OR APPROVED EQUAL. THE MODEL METER PANEL, OR APPROVED EQUAL. THE MODEL PANEL, OR APPROVED EQUAL. THE MODEL PANEL, OR APPROVED EQUAL. THE MODEL OR APPROVED EQUAL. THE MODEL OR APPROVED EQUAL. THE MODEL APPROVED EQUAL. THE MODEL APPROVED EQUAL. THE MODEL EQUAL. THE MODEL EQUAL. THE MODEL THE MODEL THE MODEL MODEL MODEL NUMBER SHALL BE CITY-APPROVED PRIOR TO INSTALLATION. FOR TRAFFIC SIGNAL SHALL BE CITY-APPROVED PRIOR TO INSTALLATION. FOR TRAFFIC SIGNAL SHALL BE CITY-APPROVED PRIOR TO INSTALLATION. FOR TRAFFIC SIGNAL BE CITY-APPROVED PRIOR TO INSTALLATION. FOR TRAFFIC SIGNAL BE CITY-APPROVED PRIOR TO INSTALLATION. FOR TRAFFIC SIGNAL CITY-APPROVED PRIOR TO INSTALLATION. FOR TRAFFIC SIGNAL CITY-APPROVED PRIOR TO INSTALLATION. FOR TRAFFIC SIGNAL PRIOR TO INSTALLATION. FOR TRAFFIC SIGNAL PRIOR TO INSTALLATION. FOR TRAFFIC SIGNAL TO INSTALLATION. FOR TRAFFIC SIGNAL TO INSTALLATION. FOR TRAFFIC SIGNAL INSTALLATION. FOR TRAFFIC SIGNAL INSTALLATION. FOR TRAFFIC SIGNAL FOR TRAFFIC SIGNAL FOR TRAFFIC SIGNAL TRAFFIC SIGNAL TRAFFIC SIGNAL SIGNAL SIGNAL APPLICATIONS, REFER TO CITY STANDARD SPECIFICATION SECTION 86-21, SERVICE EQUIPMENT REFER TO CITY STANDARD SPECIFICATION SECTION 86-21, SERVICE EQUIPMENT REFER TO CITY STANDARD SPECIFICATION SECTION 86-21, SERVICE EQUIPMENT TO CITY STANDARD SPECIFICATION SECTION 86-21, SERVICE EQUIPMENT TO CITY STANDARD SPECIFICATION SECTION 86-21, SERVICE EQUIPMENT CITY STANDARD SPECIFICATION SECTION 86-21, SERVICE EQUIPMENT CITY STANDARD SPECIFICATION SECTION 86-21, SERVICE EQUIPMENT STANDARD SPECIFICATION SECTION 86-21, SERVICE EQUIPMENT STANDARD SPECIFICATION SECTION 86-21, SERVICE EQUIPMENT SPECIFICATION SECTION 86-21, SERVICE EQUIPMENT SPECIFICATION SECTION 86-21, SERVICE EQUIPMENT SECTION 86-21, SERVICE EQUIPMENT SECTION 86-21, SERVICE EQUIPMENT 86-21, SERVICE EQUIPMENT 86-21, SERVICE EQUIPMENT SERVICE EQUIPMENT SERVICE EQUIPMENT EQUIPMENT EQUIPMENT ENCLOSURE. TRENCH RESURFACING 46. TRENCH CUTS IN EXISTING STREETS THAT ARE NOT TO BE RECONSTRUCTED OR OVERLAID TRENCH CUTS IN EXISTING STREETS THAT ARE NOT TO BE RECONSTRUCTED OR OVERLAID TRENCH CUTS IN EXISTING STREETS THAT ARE NOT TO BE RECONSTRUCTED OR OVERLAID CUTS IN EXISTING STREETS THAT ARE NOT TO BE RECONSTRUCTED OR OVERLAID CUTS IN EXISTING STREETS THAT ARE NOT TO BE RECONSTRUCTED OR OVERLAID IN EXISTING STREETS THAT ARE NOT TO BE RECONSTRUCTED OR OVERLAID IN EXISTING STREETS THAT ARE NOT TO BE RECONSTRUCTED OR OVERLAID EXISTING STREETS THAT ARE NOT TO BE RECONSTRUCTED OR OVERLAID EXISTING STREETS THAT ARE NOT TO BE RECONSTRUCTED OR OVERLAID STREETS THAT ARE NOT TO BE RECONSTRUCTED OR OVERLAID STREETS THAT ARE NOT TO BE RECONSTRUCTED OR OVERLAID THAT ARE NOT TO BE RECONSTRUCTED OR OVERLAID THAT ARE NOT TO BE RECONSTRUCTED OR OVERLAID ARE NOT TO BE RECONSTRUCTED OR OVERLAID ARE NOT TO BE RECONSTRUCTED OR OVERLAID NOT TO BE RECONSTRUCTED OR OVERLAID NOT TO BE RECONSTRUCTED OR OVERLAID TO BE RECONSTRUCTED OR OVERLAID TO BE RECONSTRUCTED OR OVERLAID BE RECONSTRUCTED OR OVERLAID BE RECONSTRUCTED OR OVERLAID RECONSTRUCTED OR OVERLAID RECONSTRUCTED OR OVERLAID OR OVERLAID OR OVERLAID OVERLAID OVERLAID SHALL HAVE PERMANENT TRENCH RESURFACING INSTALLED WITHIN SEVEN (7) DAYS AFTER THE HAVE PERMANENT TRENCH RESURFACING INSTALLED WITHIN SEVEN (7) DAYS AFTER THE HAVE PERMANENT TRENCH RESURFACING INSTALLED WITHIN SEVEN (7) DAYS AFTER THE PERMANENT TRENCH RESURFACING INSTALLED WITHIN SEVEN (7) DAYS AFTER THE PERMANENT TRENCH RESURFACING INSTALLED WITHIN SEVEN (7) DAYS AFTER THE TRENCH RESURFACING INSTALLED WITHIN SEVEN (7) DAYS AFTER THE TRENCH RESURFACING INSTALLED WITHIN SEVEN (7) DAYS AFTER THE RESURFACING INSTALLED WITHIN SEVEN (7) DAYS AFTER THE RESURFACING INSTALLED WITHIN SEVEN (7) DAYS AFTER THE INSTALLED WITHIN SEVEN (7) DAYS AFTER THE INSTALLED WITHIN SEVEN (7) DAYS AFTER THE WITHIN SEVEN (7) DAYS AFTER THE WITHIN SEVEN (7) DAYS AFTER THE SEVEN (7) DAYS AFTER THE SEVEN (7) DAYS AFTER THE (7) DAYS AFTER THE (7) DAYS AFTER THE DAYS AFTER THE DAYS AFTER THE AFTER THE AFTER THE THE THE INITIAL STREET CUT. 47. TRENCH BACKFILL AND PERMANENT TRENCH RESURFACING TO BE PER CITY STANDARD M-10. 48. TEMPORARY TRENCH RESURFACING TO BE A MINIMUM FOUR (4) INCH THICK COLD MIX AND TEMPORARY TRENCH RESURFACING TO BE A MINIMUM FOUR (4) INCH THICK COLD MIX AND TEMPORARY TRENCH RESURFACING TO BE A MINIMUM FOUR (4) INCH THICK COLD MIX AND TRENCH RESURFACING TO BE A MINIMUM FOUR (4) INCH THICK COLD MIX AND TRENCH RESURFACING TO BE A MINIMUM FOUR (4) INCH THICK COLD MIX AND RESURFACING TO BE A MINIMUM FOUR (4) INCH THICK COLD MIX AND RESURFACING TO BE A MINIMUM FOUR (4) INCH THICK COLD MIX AND TO BE A MINIMUM FOUR (4) INCH THICK COLD MIX AND TO BE A MINIMUM FOUR (4) INCH THICK COLD MIX AND BE A MINIMUM FOUR (4) INCH THICK COLD MIX AND BE A MINIMUM FOUR (4) INCH THICK COLD MIX AND A MINIMUM FOUR (4) INCH THICK COLD MIX AND A MINIMUM FOUR (4) INCH THICK COLD MIX AND MINIMUM FOUR (4) INCH THICK COLD MIX AND MINIMUM FOUR (4) INCH THICK COLD MIX AND FOUR (4) INCH THICK COLD MIX AND FOUR (4) INCH THICK COLD MIX AND (4) INCH THICK COLD MIX AND (4) INCH THICK COLD MIX AND INCH THICK COLD MIX AND INCH THICK COLD MIX AND THICK COLD MIX AND THICK COLD MIX AND COLD MIX AND COLD MIX AND MIX AND MIX AND AND AND CONTINUOUSLY MAINTAINED BY THE CONTRACTOR UNTIL THE TRENCH IS PERMANENTLY REPAVED. MAINTAINED BY THE CONTRACTOR UNTIL THE TRENCH IS PERMANENTLY REPAVED. MAINTAINED BY THE CONTRACTOR UNTIL THE TRENCH IS PERMANENTLY REPAVED. BY THE CONTRACTOR UNTIL THE TRENCH IS PERMANENTLY REPAVED. BY THE CONTRACTOR UNTIL THE TRENCH IS PERMANENTLY REPAVED. THE CONTRACTOR UNTIL THE TRENCH IS PERMANENTLY REPAVED. THE CONTRACTOR UNTIL THE TRENCH IS PERMANENTLY REPAVED. CONTRACTOR UNTIL THE TRENCH IS PERMANENTLY REPAVED. CONTRACTOR UNTIL THE TRENCH IS PERMANENTLY REPAVED. UNTIL THE TRENCH IS PERMANENTLY REPAVED. UNTIL THE TRENCH IS PERMANENTLY REPAVED. THE TRENCH IS PERMANENTLY REPAVED. THE TRENCH IS PERMANENTLY REPAVED. TRENCH IS PERMANENTLY REPAVED. TRENCH IS PERMANENTLY REPAVED. IS PERMANENTLY REPAVED. IS PERMANENTLY REPAVED. PERMANENTLY REPAVED. PERMANENTLY REPAVED. REPAVED. REPAVED. REPAIRS PERFORMED BY CITY FORCES DUE TO UN-MAINTAINED TEMPORARY PAVEMENT WILL BE PERFORMED BY CITY FORCES DUE TO UN-MAINTAINED TEMPORARY PAVEMENT WILL BE PERFORMED BY CITY FORCES DUE TO UN-MAINTAINED TEMPORARY PAVEMENT WILL BE BY CITY FORCES DUE TO UN-MAINTAINED TEMPORARY PAVEMENT WILL BE BY CITY FORCES DUE TO UN-MAINTAINED TEMPORARY PAVEMENT WILL BE CITY FORCES DUE TO UN-MAINTAINED TEMPORARY PAVEMENT WILL BE CITY FORCES DUE TO UN-MAINTAINED TEMPORARY PAVEMENT WILL BE FORCES DUE TO UN-MAINTAINED TEMPORARY PAVEMENT WILL BE FORCES DUE TO UN-MAINTAINED TEMPORARY PAVEMENT WILL BE DUE TO UN-MAINTAINED TEMPORARY PAVEMENT WILL BE DUE TO UN-MAINTAINED TEMPORARY PAVEMENT WILL BE TO UN-MAINTAINED TEMPORARY PAVEMENT WILL BE TO UN-MAINTAINED TEMPORARY PAVEMENT WILL BE UN-MAINTAINED TEMPORARY PAVEMENT WILL BE UN-MAINTAINED TEMPORARY PAVEMENT WILL BE TEMPORARY PAVEMENT WILL BE TEMPORARY PAVEMENT WILL BE PAVEMENT WILL BE PAVEMENT WILL BE WILL BE WILL BE BE BE CHARGED TO THE CONTRACTOR AT THREE (3) TIMES OF THE ACTUAL COST. STREET IMPROVEMENTS 49. FOR ALL OF THE ABOVE, A LICENSED LAND SURVEYOR OR CIVIL ENGINEER LICENSED TO FOR ALL OF THE ABOVE, A LICENSED LAND SURVEYOR OR CIVIL ENGINEER LICENSED TO ALL OF THE ABOVE, A LICENSED LAND SURVEYOR OR CIVIL ENGINEER LICENSED TO ALL OF THE ABOVE, A LICENSED LAND SURVEYOR OR CIVIL ENGINEER LICENSED TO OF THE ABOVE, A LICENSED LAND SURVEYOR OR CIVIL ENGINEER LICENSED TO OF THE ABOVE, A LICENSED LAND SURVEYOR OR CIVIL ENGINEER LICENSED TO THE ABOVE, A LICENSED LAND SURVEYOR OR CIVIL ENGINEER LICENSED TO THE ABOVE, A LICENSED LAND SURVEYOR OR CIVIL ENGINEER LICENSED TO ABOVE, A LICENSED LAND SURVEYOR OR CIVIL ENGINEER LICENSED TO ABOVE, A LICENSED LAND SURVEYOR OR CIVIL ENGINEER LICENSED TO A LICENSED LAND SURVEYOR OR CIVIL ENGINEER LICENSED TO A LICENSED LAND SURVEYOR OR CIVIL ENGINEER LICENSED TO LICENSED LAND SURVEYOR OR CIVIL ENGINEER LICENSED TO LICENSED LAND SURVEYOR OR CIVIL ENGINEER LICENSED TO LAND SURVEYOR OR CIVIL ENGINEER LICENSED TO LAND SURVEYOR OR CIVIL ENGINEER LICENSED TO SURVEYOR OR CIVIL ENGINEER LICENSED TO SURVEYOR OR CIVIL ENGINEER LICENSED TO OR CIVIL ENGINEER LICENSED TO OR CIVIL ENGINEER LICENSED TO CIVIL ENGINEER LICENSED TO CIVIL ENGINEER LICENSED TO ENGINEER LICENSED TO ENGINEER LICENSED TO LICENSED TO LICENSED TO TO TO PERFORM LAND SURVEYING SHALL CERTIFY THE PLACEMENT OF ALL MONUMENTS IN LAND SURVEYING SHALL CERTIFY THE PLACEMENT OF ALL MONUMENTS IN LAND SURVEYING SHALL CERTIFY THE PLACEMENT OF ALL MONUMENTS IN SURVEYING SHALL CERTIFY THE PLACEMENT OF ALL MONUMENTS IN SURVEYING SHALL CERTIFY THE PLACEMENT OF ALL MONUMENTS IN SHALL CERTIFY THE PLACEMENT OF ALL MONUMENTS IN SHALL CERTIFY THE PLACEMENT OF ALL MONUMENTS IN CERTIFY THE PLACEMENT OF ALL MONUMENTS IN CERTIFY THE PLACEMENT OF ALL MONUMENTS IN THE PLACEMENT OF ALL MONUMENTS IN THE PLACEMENT OF ALL MONUMENTS IN PLACEMENT OF ALL MONUMENTS IN PLACEMENT OF ALL MONUMENTS IN OF ALL MONUMENTS IN OF ALL MONUMENTS IN ALL MONUMENTS IN ALL MONUMENTS IN MONUMENTS IN MONUMENTS IN IN IN ACCORDANCE WITH ALL LAWS, RULES AND REGULATIONS GOVERNING SUCH PLACEMENTS OR WITH ALL LAWS, RULES AND REGULATIONS GOVERNING SUCH PLACEMENTS OR WITH ALL LAWS, RULES AND REGULATIONS GOVERNING SUCH PLACEMENTS OR ALL LAWS, RULES AND REGULATIONS GOVERNING SUCH PLACEMENTS OR ALL LAWS, RULES AND REGULATIONS GOVERNING SUCH PLACEMENTS OR LAWS, RULES AND REGULATIONS GOVERNING SUCH PLACEMENTS OR LAWS, RULES AND REGULATIONS GOVERNING SUCH PLACEMENTS OR RULES AND REGULATIONS GOVERNING SUCH PLACEMENTS OR RULES AND REGULATIONS GOVERNING SUCH PLACEMENTS OR AND REGULATIONS GOVERNING SUCH PLACEMENTS OR AND REGULATIONS GOVERNING SUCH PLACEMENTS OR REGULATIONS GOVERNING SUCH PLACEMENTS OR REGULATIONS GOVERNING SUCH PLACEMENTS OR GOVERNING SUCH PLACEMENTS OR GOVERNING SUCH PLACEMENTS OR SUCH PLACEMENTS OR SUCH PLACEMENTS OR PLACEMENTS OR PLACEMENTS OR OR OR REPLACEMENTS. PLACEMENT/REPLACEMENT AND CERTIFICATION SHALL BE COMPLETED BEFORE PLACEMENT/REPLACEMENT AND CERTIFICATION SHALL BE COMPLETED BEFORE PLACEMENT/REPLACEMENT AND CERTIFICATION SHALL BE COMPLETED BEFORE AND CERTIFICATION SHALL BE COMPLETED BEFORE AND CERTIFICATION SHALL BE COMPLETED BEFORE CERTIFICATION SHALL BE COMPLETED BEFORE CERTIFICATION SHALL BE COMPLETED BEFORE SHALL BE COMPLETED BEFORE SHALL BE COMPLETED BEFORE BE COMPLETED BEFORE BE COMPLETED BEFORE COMPLETED BEFORE COMPLETED BEFORE BEFORE BEFORE FINAL ACCEPTANCE OF THE PROJECT/WORK BY THE CITY. BRASS CAPS REQUIRED FOR THE ACCEPTANCE OF THE PROJECT/WORK BY THE CITY. BRASS CAPS REQUIRED FOR THE ACCEPTANCE OF THE PROJECT/WORK BY THE CITY. BRASS CAPS REQUIRED FOR THE OF THE PROJECT/WORK BY THE CITY. BRASS CAPS REQUIRED FOR THE OF THE PROJECT/WORK BY THE CITY. BRASS CAPS REQUIRED FOR THE THE PROJECT/WORK BY THE CITY. BRASS CAPS REQUIRED FOR THE THE PROJECT/WORK BY THE CITY. BRASS CAPS REQUIRED FOR THE PROJECT/WORK BY THE CITY. BRASS CAPS REQUIRED FOR THE PROJECT/WORK BY THE CITY. BRASS CAPS REQUIRED FOR THE BY THE CITY. BRASS CAPS REQUIRED FOR THE BY THE CITY. BRASS CAPS REQUIRED FOR THE THE CITY. BRASS CAPS REQUIRED FOR THE THE CITY. BRASS CAPS REQUIRED FOR THE CITY. BRASS CAPS REQUIRED FOR THE CITY. BRASS CAPS REQUIRED FOR THE BRASS CAPS REQUIRED FOR THE BRASS CAPS REQUIRED FOR THE CAPS REQUIRED FOR THE CAPS REQUIRED FOR THE REQUIRED FOR THE REQUIRED FOR THE FOR THE FOR THE THE THE INSTALLATION OF NEW OR REPLACEMENT MONUMENTS SHALL BE FURNISHED PER CITY STANDARD DRAWING NO. ST-32, AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 50. ALL STREET IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED ALL STREET IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED ALL STREET IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED STREET IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED STREET IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED CONSTRUCTED IN ACCORDANCE WITH THE APPROVED CONSTRUCTED IN ACCORDANCE WITH THE APPROVED IN ACCORDANCE WITH THE APPROVED IN ACCORDANCE WITH THE APPROVED ACCORDANCE WITH THE APPROVED ACCORDANCE WITH THE APPROVED WITH THE APPROVED WITH THE APPROVED THE APPROVED THE APPROVED APPROVED APPROVED PLANS THEREFORE. NO DEVIATIONS ARE PERMITTED WITHOUT THE EXPRESS APPROVAL OF THE THEREFORE. NO DEVIATIONS ARE PERMITTED WITHOUT THE EXPRESS APPROVAL OF THE THEREFORE. NO DEVIATIONS ARE PERMITTED WITHOUT THE EXPRESS APPROVAL OF THE NO DEVIATIONS ARE PERMITTED WITHOUT THE EXPRESS APPROVAL OF THE NO DEVIATIONS ARE PERMITTED WITHOUT THE EXPRESS APPROVAL OF THE DEVIATIONS ARE PERMITTED WITHOUT THE EXPRESS APPROVAL OF THE DEVIATIONS ARE PERMITTED WITHOUT THE EXPRESS APPROVAL OF THE ARE PERMITTED WITHOUT THE EXPRESS APPROVAL OF THE ARE PERMITTED WITHOUT THE EXPRESS APPROVAL OF THE PERMITTED WITHOUT THE EXPRESS APPROVAL OF THE PERMITTED WITHOUT THE EXPRESS APPROVAL OF THE WITHOUT THE EXPRESS APPROVAL OF THE WITHOUT THE EXPRESS APPROVAL OF THE THE EXPRESS APPROVAL OF THE THE EXPRESS APPROVAL OF THE EXPRESS APPROVAL OF THE EXPRESS APPROVAL OF THE APPROVAL OF THE APPROVAL OF THE OF THE OF THE THE THE CITY ENGINEER OR HIS DESIGNEE. 51. ALL EXISTING UTILITY MANHOLES, VALVE BOXES AND VAULTS SHALL BE ADJUSTED TO THE ALL EXISTING UTILITY MANHOLES, VALVE BOXES AND VAULTS SHALL BE ADJUSTED TO THE ALL EXISTING UTILITY MANHOLES, VALVE BOXES AND VAULTS SHALL BE ADJUSTED TO THE EXISTING UTILITY MANHOLES, VALVE BOXES AND VAULTS SHALL BE ADJUSTED TO THE EXISTING UTILITY MANHOLES, VALVE BOXES AND VAULTS SHALL BE ADJUSTED TO THE UTILITY MANHOLES, VALVE BOXES AND VAULTS SHALL BE ADJUSTED TO THE UTILITY MANHOLES, VALVE BOXES AND VAULTS SHALL BE ADJUSTED TO THE MANHOLES, VALVE BOXES AND VAULTS SHALL BE ADJUSTED TO THE MANHOLES, VALVE BOXES AND VAULTS SHALL BE ADJUSTED TO THE VALVE BOXES AND VAULTS SHALL BE ADJUSTED TO THE VALVE BOXES AND VAULTS SHALL BE ADJUSTED TO THE BOXES AND VAULTS SHALL BE ADJUSTED TO THE BOXES AND VAULTS SHALL BE ADJUSTED TO THE AND VAULTS SHALL BE ADJUSTED TO THE AND VAULTS SHALL BE ADJUSTED TO THE VAULTS SHALL BE ADJUSTED TO THE VAULTS SHALL BE ADJUSTED TO THE SHALL BE ADJUSTED TO THE SHALL BE ADJUSTED TO THE BE ADJUSTED TO THE BE ADJUSTED TO THE ADJUSTED TO THE ADJUSTED TO THE TO THE TO THE THE THE FINISHED GRADE OF NEW PAVEMENTS IN ACCORDANCE WITH THE ASSOCIATED STANDARDS AND GRADE OF NEW PAVEMENTS IN ACCORDANCE WITH THE ASSOCIATED STANDARDS AND GRADE OF NEW PAVEMENTS IN ACCORDANCE WITH THE ASSOCIATED STANDARDS AND OF NEW PAVEMENTS IN ACCORDANCE WITH THE ASSOCIATED STANDARDS AND OF NEW PAVEMENTS IN ACCORDANCE WITH THE ASSOCIATED STANDARDS AND NEW PAVEMENTS IN ACCORDANCE WITH THE ASSOCIATED STANDARDS AND NEW PAVEMENTS IN ACCORDANCE WITH THE ASSOCIATED STANDARDS AND PAVEMENTS IN ACCORDANCE WITH THE ASSOCIATED STANDARDS AND PAVEMENTS IN ACCORDANCE WITH THE ASSOCIATED STANDARDS AND IN ACCORDANCE WITH THE ASSOCIATED STANDARDS AND IN ACCORDANCE WITH THE ASSOCIATED STANDARDS AND ACCORDANCE WITH THE ASSOCIATED STANDARDS AND ACCORDANCE WITH THE ASSOCIATED STANDARDS AND WITH THE ASSOCIATED STANDARDS AND WITH THE ASSOCIATED STANDARDS AND THE ASSOCIATED STANDARDS AND THE ASSOCIATED STANDARDS AND ASSOCIATED STANDARDS AND ASSOCIATED STANDARDS AND STANDARDS AND STANDARDS AND AND AND SPECIFICATIONS. ADJUSTING RINGS ARE NOT ALLOWED. 52. SIDEWALKS SHALL NOT BE POURED UNTIL ALL WATER METER BOXES AND SERVICES HAVE BEEN SIDEWALKS SHALL NOT BE POURED UNTIL ALL WATER METER BOXES AND SERVICES HAVE BEEN SIDEWALKS SHALL NOT BE POURED UNTIL ALL WATER METER BOXES AND SERVICES HAVE BEEN SHALL NOT BE POURED UNTIL ALL WATER METER BOXES AND SERVICES HAVE BEEN SHALL NOT BE POURED UNTIL ALL WATER METER BOXES AND SERVICES HAVE BEEN NOT BE POURED UNTIL ALL WATER METER BOXES AND SERVICES HAVE BEEN NOT BE POURED UNTIL ALL WATER METER BOXES AND SERVICES HAVE BEEN BE POURED UNTIL ALL WATER METER BOXES AND SERVICES HAVE BEEN BE POURED UNTIL ALL WATER METER BOXES AND SERVICES HAVE BEEN POURED UNTIL ALL WATER METER BOXES AND SERVICES HAVE BEEN POURED UNTIL ALL WATER METER BOXES AND SERVICES HAVE BEEN UNTIL ALL WATER METER BOXES AND SERVICES HAVE BEEN UNTIL ALL WATER METER BOXES AND SERVICES HAVE BEEN ALL WATER METER BOXES AND SERVICES HAVE BEEN ALL WATER METER BOXES AND SERVICES HAVE BEEN WATER METER BOXES AND SERVICES HAVE BEEN WATER METER BOXES AND SERVICES HAVE BEEN METER BOXES AND SERVICES HAVE BEEN METER BOXES AND SERVICES HAVE BEEN BOXES AND SERVICES HAVE BEEN BOXES AND SERVICES HAVE BEEN AND SERVICES HAVE BEEN AND SERVICES HAVE BEEN SERVICES HAVE BEEN SERVICES HAVE BEEN HAVE BEEN HAVE BEEN BEEN BEEN INSPECTED BY THE CITY. 53. ALL CURB AND GUTTER AND VALLEY GUTTERS SHALL BE WATER TESTED UNDER THE DIRECTION ALL CURB AND GUTTER AND VALLEY GUTTERS SHALL BE WATER TESTED UNDER THE DIRECTION ALL CURB AND GUTTER AND VALLEY GUTTERS SHALL BE WATER TESTED UNDER THE DIRECTION CURB AND GUTTER AND VALLEY GUTTERS SHALL BE WATER TESTED UNDER THE DIRECTION CURB AND GUTTER AND VALLEY GUTTERS SHALL BE WATER TESTED UNDER THE DIRECTION AND GUTTER AND VALLEY GUTTERS SHALL BE WATER TESTED UNDER THE DIRECTION AND GUTTER AND VALLEY GUTTERS SHALL BE WATER TESTED UNDER THE DIRECTION GUTTER AND VALLEY GUTTERS SHALL BE WATER TESTED UNDER THE DIRECTION GUTTER AND VALLEY GUTTERS SHALL BE WATER TESTED UNDER THE DIRECTION AND VALLEY GUTTERS SHALL BE WATER TESTED UNDER THE DIRECTION AND VALLEY GUTTERS SHALL BE WATER TESTED UNDER THE DIRECTION VALLEY GUTTERS SHALL BE WATER TESTED UNDER THE DIRECTION VALLEY GUTTERS SHALL BE WATER TESTED UNDER THE DIRECTION GUTTERS SHALL BE WATER TESTED UNDER THE DIRECTION GUTTERS SHALL BE WATER TESTED UNDER THE DIRECTION SHALL BE WATER TESTED UNDER THE DIRECTION SHALL BE WATER TESTED UNDER THE DIRECTION BE WATER TESTED UNDER THE DIRECTION BE WATER TESTED UNDER THE DIRECTION WATER TESTED UNDER THE DIRECTION WATER TESTED UNDER THE DIRECTION TESTED UNDER THE DIRECTION TESTED UNDER THE DIRECTION UNDER THE DIRECTION UNDER THE DIRECTION THE DIRECTION THE DIRECTION DIRECTION DIRECTION AND IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO ANY STREET OPERATION. ALL SAGS IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO ANY STREET OPERATION. ALL SAGS IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO ANY STREET OPERATION. ALL SAGS THE PRESENCE OF THE CITY INSPECTOR PRIOR TO ANY STREET OPERATION. ALL SAGS THE PRESENCE OF THE CITY INSPECTOR PRIOR TO ANY STREET OPERATION. ALL SAGS PRESENCE OF THE CITY INSPECTOR PRIOR TO ANY STREET OPERATION. ALL SAGS PRESENCE OF THE CITY INSPECTOR PRIOR TO ANY STREET OPERATION. ALL SAGS OF THE CITY INSPECTOR PRIOR TO ANY STREET OPERATION. ALL SAGS OF THE CITY INSPECTOR PRIOR TO ANY STREET OPERATION. ALL SAGS THE CITY INSPECTOR PRIOR TO ANY STREET OPERATION. ALL SAGS THE CITY INSPECTOR PRIOR TO ANY STREET OPERATION. ALL SAGS CITY INSPECTOR PRIOR TO ANY STREET OPERATION. ALL SAGS CITY INSPECTOR PRIOR TO ANY STREET OPERATION. ALL SAGS INSPECTOR PRIOR TO ANY STREET OPERATION. ALL SAGS INSPECTOR PRIOR TO ANY STREET OPERATION. ALL SAGS PRIOR TO ANY STREET OPERATION. ALL SAGS PRIOR TO ANY STREET OPERATION. ALL SAGS TO ANY STREET OPERATION. ALL SAGS TO ANY STREET OPERATION. ALL SAGS ANY STREET OPERATION. ALL SAGS ANY STREET OPERATION. ALL SAGS STREET OPERATION. ALL SAGS STREET OPERATION. ALL SAGS OPERATION. ALL SAGS OPERATION. ALL SAGS ALL SAGS ALL SAGS SAGS SAGS OR HUMPS SHALL BE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY. 54. PRIOR TO PLACING AGGREGATE BASE, THE SUBGRADE GRADING SHALL BE VERIFIED BY THE PRIOR TO PLACING AGGREGATE BASE, THE SUBGRADE GRADING SHALL BE VERIFIED BY THE PRIOR TO PLACING AGGREGATE BASE, THE SUBGRADE GRADING SHALL BE VERIFIED BY THE TO PLACING AGGREGATE BASE, THE SUBGRADE GRADING SHALL BE VERIFIED BY THE TO PLACING AGGREGATE BASE, THE SUBGRADE GRADING SHALL BE VERIFIED BY THE PLACING AGGREGATE BASE, THE SUBGRADE GRADING SHALL BE VERIFIED BY THE PLACING AGGREGATE BASE, THE SUBGRADE GRADING SHALL BE VERIFIED BY THE AGGREGATE BASE, THE SUBGRADE GRADING SHALL BE VERIFIED BY THE AGGREGATE BASE, THE SUBGRADE GRADING SHALL BE VERIFIED BY THE BASE, THE SUBGRADE GRADING SHALL BE VERIFIED BY THE BASE, THE SUBGRADE GRADING SHALL BE VERIFIED BY THE THE SUBGRADE GRADING SHALL BE VERIFIED BY THE THE SUBGRADE GRADING SHALL BE VERIFIED BY THE SUBGRADE GRADING SHALL BE VERIFIED BY THE SUBGRADE GRADING SHALL BE VERIFIED BY THE GRADING SHALL BE VERIFIED BY THE GRADING SHALL BE VERIFIED BY THE SHALL BE VERIFIED BY THE SHALL BE VERIFIED BY THE BE VERIFIED BY THE BE VERIFIED BY THE VERIFIED BY THE VERIFIED BY THE BY THE BY THE THE THE ENGINEER TO THE SATISFACTION OF THE CITY INSPECTOR. CUT SHEETS SHALL BE PROVIDED TO TO THE SATISFACTION OF THE CITY INSPECTOR. CUT SHEETS SHALL BE PROVIDED TO TO THE SATISFACTION OF THE CITY INSPECTOR. CUT SHEETS SHALL BE PROVIDED TO THE SATISFACTION OF THE CITY INSPECTOR. CUT SHEETS SHALL BE PROVIDED TO THE SATISFACTION OF THE CITY INSPECTOR. CUT SHEETS SHALL BE PROVIDED TO SATISFACTION OF THE CITY INSPECTOR. CUT SHEETS SHALL BE PROVIDED TO SATISFACTION OF THE CITY INSPECTOR. CUT SHEETS SHALL BE PROVIDED TO OF THE CITY INSPECTOR. CUT SHEETS SHALL BE PROVIDED TO OF THE CITY INSPECTOR. CUT SHEETS SHALL BE PROVIDED TO THE CITY INSPECTOR. CUT SHEETS SHALL BE PROVIDED TO THE CITY INSPECTOR. CUT SHEETS SHALL BE PROVIDED TO CITY INSPECTOR. CUT SHEETS SHALL BE PROVIDED TO CITY INSPECTOR. CUT SHEETS SHALL BE PROVIDED TO INSPECTOR. CUT SHEETS SHALL BE PROVIDED TO INSPECTOR. CUT SHEETS SHALL BE PROVIDED TO CUT SHEETS SHALL BE PROVIDED TO CUT SHEETS SHALL BE PROVIDED TO SHEETS SHALL BE PROVIDED TO SHEETS SHALL BE PROVIDED TO SHALL BE PROVIDED TO SHALL BE PROVIDED TO BE PROVIDED TO BE PROVIDED TO PROVIDED TO PROVIDED TO TO TO THE CITY INSPECTOR. 55. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSTALL RAMPS THAT ARE IN COMPLIANCE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSTALL RAMPS THAT ARE IN COMPLIANCE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSTALL RAMPS THAT ARE IN COMPLIANCE SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSTALL RAMPS THAT ARE IN COMPLIANCE SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSTALL RAMPS THAT ARE IN COMPLIANCE BE THE CONTRACTOR'S RESPONSIBILITY TO INSTALL RAMPS THAT ARE IN COMPLIANCE BE THE CONTRACTOR'S RESPONSIBILITY TO INSTALL RAMPS THAT ARE IN COMPLIANCE THE CONTRACTOR'S RESPONSIBILITY TO INSTALL RAMPS THAT ARE IN COMPLIANCE THE CONTRACTOR'S RESPONSIBILITY TO INSTALL RAMPS THAT ARE IN COMPLIANCE CONTRACTOR'S RESPONSIBILITY TO INSTALL RAMPS THAT ARE IN COMPLIANCE CONTRACTOR'S RESPONSIBILITY TO INSTALL RAMPS THAT ARE IN COMPLIANCE RESPONSIBILITY TO INSTALL RAMPS THAT ARE IN COMPLIANCE RESPONSIBILITY TO INSTALL RAMPS THAT ARE IN COMPLIANCE TO INSTALL RAMPS THAT ARE IN COMPLIANCE TO INSTALL RAMPS THAT ARE IN COMPLIANCE INSTALL RAMPS THAT ARE IN COMPLIANCE INSTALL RAMPS THAT ARE IN COMPLIANCE RAMPS THAT ARE IN COMPLIANCE RAMPS THAT ARE IN COMPLIANCE THAT ARE IN COMPLIANCE THAT ARE IN COMPLIANCE ARE IN COMPLIANCE ARE IN COMPLIANCE IN COMPLIANCE IN COMPLIANCE COMPLIANCE COMPLIANCE WITH AMERICANS WITH DISABILITIES ACT GUIDELINES AND REQUIREMENTS. WATER MAINS 56. WATER MAINS ARE TO BE INSTALLED AND TESTED PER CITY OF KINGSBURG STANDARD WATER MAINS ARE TO BE INSTALLED AND TESTED PER CITY OF KINGSBURG STANDARD WATER MAINS ARE TO BE INSTALLED AND TESTED PER CITY OF KINGSBURG STANDARD MAINS ARE TO BE INSTALLED AND TESTED PER CITY OF KINGSBURG STANDARD MAINS ARE TO BE INSTALLED AND TESTED PER CITY OF KINGSBURG STANDARD ARE TO BE INSTALLED AND TESTED PER CITY OF KINGSBURG STANDARD ARE TO BE INSTALLED AND TESTED PER CITY OF KINGSBURG STANDARD TO BE INSTALLED AND TESTED PER CITY OF KINGSBURG STANDARD TO BE INSTALLED AND TESTED PER CITY OF KINGSBURG STANDARD BE INSTALLED AND TESTED PER CITY OF KINGSBURG STANDARD BE INSTALLED AND TESTED PER CITY OF KINGSBURG STANDARD INSTALLED AND TESTED PER CITY OF KINGSBURG STANDARD INSTALLED AND TESTED PER CITY OF KINGSBURG STANDARD AND TESTED PER CITY OF KINGSBURG STANDARD AND TESTED PER CITY OF KINGSBURG STANDARD TESTED PER CITY OF KINGSBURG STANDARD TESTED PER CITY OF KINGSBURG STANDARD PER CITY OF KINGSBURG STANDARD PER CITY OF KINGSBURG STANDARD CITY OF KINGSBURG STANDARD CITY OF KINGSBURG STANDARD OF KINGSBURG STANDARD OF KINGSBURG STANDARD KINGSBURG STANDARD KINGSBURG STANDARD STANDARD STANDARD SPECIFICATIONS. 57. ANY SALVAGEABLE WATER VALVES AND BLOW-OFFS REMOVED FROM EXISTING WATER MAINS ANY SALVAGEABLE WATER VALVES AND BLOW-OFFS REMOVED FROM EXISTING WATER MAINS ANY SALVAGEABLE WATER VALVES AND BLOW-OFFS REMOVED FROM EXISTING WATER MAINS SALVAGEABLE WATER VALVES AND BLOW-OFFS REMOVED FROM EXISTING WATER MAINS SALVAGEABLE WATER VALVES AND BLOW-OFFS REMOVED FROM EXISTING WATER MAINS WATER VALVES AND BLOW-OFFS REMOVED FROM EXISTING WATER MAINS WATER VALVES AND BLOW-OFFS REMOVED FROM EXISTING WATER MAINS VALVES AND BLOW-OFFS REMOVED FROM EXISTING WATER MAINS VALVES AND BLOW-OFFS REMOVED FROM EXISTING WATER MAINS AND BLOW-OFFS REMOVED FROM EXISTING WATER MAINS AND BLOW-OFFS REMOVED FROM EXISTING WATER MAINS BLOW-OFFS REMOVED FROM EXISTING WATER MAINS BLOW-OFFS REMOVED FROM EXISTING WATER MAINS REMOVED FROM EXISTING WATER MAINS REMOVED FROM EXISTING WATER MAINS FROM EXISTING WATER MAINS FROM EXISTING WATER MAINS EXISTING WATER MAINS EXISTING WATER MAINS WATER MAINS WATER MAINS MAINS MAINS SHALL BE SALVAGED TO THE CITY CORPORATION YARD. 58. NO WATER MAIN VALVES SHALL BE CLOSED BY THE CONTRACTOR EXCEPT IN THE CASE OF AN NO WATER MAIN VALVES SHALL BE CLOSED BY THE CONTRACTOR EXCEPT IN THE CASE OF AN NO WATER MAIN VALVES SHALL BE CLOSED BY THE CONTRACTOR EXCEPT IN THE CASE OF AN WATER MAIN VALVES SHALL BE CLOSED BY THE CONTRACTOR EXCEPT IN THE CASE OF AN WATER MAIN VALVES SHALL BE CLOSED BY THE CONTRACTOR EXCEPT IN THE CASE OF AN MAIN VALVES SHALL BE CLOSED BY THE CONTRACTOR EXCEPT IN THE CASE OF AN MAIN VALVES SHALL BE CLOSED BY THE CONTRACTOR EXCEPT IN THE CASE OF AN VALVES SHALL BE CLOSED BY THE CONTRACTOR EXCEPT IN THE CASE OF AN VALVES SHALL BE CLOSED BY THE CONTRACTOR EXCEPT IN THE CASE OF AN SHALL BE CLOSED BY THE CONTRACTOR EXCEPT IN THE CASE OF AN SHALL BE CLOSED BY THE CONTRACTOR EXCEPT IN THE CASE OF AN BE CLOSED BY THE CONTRACTOR EXCEPT IN THE CASE OF AN BE CLOSED BY THE CONTRACTOR EXCEPT IN THE CASE OF AN CLOSED BY THE CONTRACTOR EXCEPT IN THE CASE OF AN CLOSED BY THE CONTRACTOR EXCEPT IN THE CASE OF AN BY THE CONTRACTOR EXCEPT IN THE CASE OF AN BY THE CONTRACTOR EXCEPT IN THE CASE OF AN THE CONTRACTOR EXCEPT IN THE CASE OF AN THE CONTRACTOR EXCEPT IN THE CASE OF AN CONTRACTOR EXCEPT IN THE CASE OF AN CONTRACTOR EXCEPT IN THE CASE OF AN EXCEPT IN THE CASE OF AN EXCEPT IN THE CASE OF AN IN THE CASE OF AN IN THE CASE OF AN THE CASE OF AN THE CASE OF AN CASE OF AN CASE OF AN OF AN OF AN AN AN EMERGENCY SUCH AS A BROKEN MAIN. THE CONTRACTOR SHALL NOTIFY THE CITY WATER SUCH AS A BROKEN MAIN. THE CONTRACTOR SHALL NOTIFY THE CITY WATER SUCH AS A BROKEN MAIN. THE CONTRACTOR SHALL NOTIFY THE CITY WATER AS A BROKEN MAIN. THE CONTRACTOR SHALL NOTIFY THE CITY WATER AS A BROKEN MAIN. THE CONTRACTOR SHALL NOTIFY THE CITY WATER A BROKEN MAIN. THE CONTRACTOR SHALL NOTIFY THE CITY WATER A BROKEN MAIN. THE CONTRACTOR SHALL NOTIFY THE CITY WATER BROKEN MAIN. THE CONTRACTOR SHALL NOTIFY THE CITY WATER BROKEN MAIN. THE CONTRACTOR SHALL NOTIFY THE CITY WATER MAIN. THE CONTRACTOR SHALL NOTIFY THE CITY WATER MAIN. THE CONTRACTOR SHALL NOTIFY THE CITY WATER THE CONTRACTOR SHALL NOTIFY THE CITY WATER THE CONTRACTOR SHALL NOTIFY THE CITY WATER CONTRACTOR SHALL NOTIFY THE CITY WATER CONTRACTOR SHALL NOTIFY THE CITY WATER SHALL NOTIFY THE CITY WATER SHALL NOTIFY THE CITY WATER NOTIFY THE CITY WATER NOTIFY THE CITY WATER THE CITY WATER THE CITY WATER CITY WATER CITY WATER WATER WATER DIVISION IMMEDIATELY WHENEVER A VALVE IS CLOSED OR AFTER A LINE IS BROKEN. IN ALL IMMEDIATELY WHENEVER A VALVE IS CLOSED OR AFTER A LINE IS BROKEN. IN ALL IMMEDIATELY WHENEVER A VALVE IS CLOSED OR AFTER A LINE IS BROKEN. IN ALL WHENEVER A VALVE IS CLOSED OR AFTER A LINE IS BROKEN. IN ALL WHENEVER A VALVE IS CLOSED OR AFTER A LINE IS BROKEN. IN ALL A VALVE IS CLOSED OR AFTER A LINE IS BROKEN. IN ALL A VALVE IS CLOSED OR AFTER A LINE IS BROKEN. IN ALL VALVE IS CLOSED OR AFTER A LINE IS BROKEN. IN ALL VALVE IS CLOSED OR AFTER A LINE IS BROKEN. IN ALL IS CLOSED OR AFTER A LINE IS BROKEN. IN ALL IS CLOSED OR AFTER A LINE IS BROKEN. IN ALL CLOSED OR AFTER A LINE IS BROKEN. IN ALL CLOSED OR AFTER A LINE IS BROKEN. IN ALL OR AFTER A LINE IS BROKEN. IN ALL OR AFTER A LINE IS BROKEN. IN ALL AFTER A LINE IS BROKEN. IN ALL AFTER A LINE IS BROKEN. IN ALL A LINE IS BROKEN. IN ALL A LINE IS BROKEN. IN ALL LINE IS BROKEN. IN ALL LINE IS BROKEN. IN ALL IS BROKEN. IN ALL IS BROKEN. IN ALL BROKEN. IN ALL BROKEN. IN ALL IN ALL IN ALL ALL ALL OTHER CASES, SUCH AS MAKING CONNECTIONS TO EXISTING MAINS, ARRANGEMENTS SHALL BE CASES, SUCH AS MAKING CONNECTIONS TO EXISTING MAINS, ARRANGEMENTS SHALL BE CASES, SUCH AS MAKING CONNECTIONS TO EXISTING MAINS, ARRANGEMENTS SHALL BE SUCH AS MAKING CONNECTIONS TO EXISTING MAINS, ARRANGEMENTS SHALL BE SUCH AS MAKING CONNECTIONS TO EXISTING MAINS, ARRANGEMENTS SHALL BE AS MAKING CONNECTIONS TO EXISTING MAINS, ARRANGEMENTS SHALL BE AS MAKING CONNECTIONS TO EXISTING MAINS, ARRANGEMENTS SHALL BE MAKING CONNECTIONS TO EXISTING MAINS, ARRANGEMENTS SHALL BE MAKING CONNECTIONS TO EXISTING MAINS, ARRANGEMENTS SHALL BE CONNECTIONS TO EXISTING MAINS, ARRANGEMENTS SHALL BE CONNECTIONS TO EXISTING MAINS, ARRANGEMENTS SHALL BE TO EXISTING MAINS, ARRANGEMENTS SHALL BE TO EXISTING MAINS, ARRANGEMENTS SHALL BE EXISTING MAINS, ARRANGEMENTS SHALL BE EXISTING MAINS, ARRANGEMENTS SHALL BE MAINS, ARRANGEMENTS SHALL BE MAINS, ARRANGEMENTS SHALL BE ARRANGEMENTS SHALL BE ARRANGEMENTS SHALL BE SHALL BE SHALL BE BE BE MADE A MINIMUM OF FORTY-EIGHT (48) HOURS IN ADVANCE WITH THE CITY WATER DIVISION A MINIMUM OF FORTY-EIGHT (48) HOURS IN ADVANCE WITH THE CITY WATER DIVISION A MINIMUM OF FORTY-EIGHT (48) HOURS IN ADVANCE WITH THE CITY WATER DIVISION MINIMUM OF FORTY-EIGHT (48) HOURS IN ADVANCE WITH THE CITY WATER DIVISION MINIMUM OF FORTY-EIGHT (48) HOURS IN ADVANCE WITH THE CITY WATER DIVISION OF FORTY-EIGHT (48) HOURS IN ADVANCE WITH THE CITY WATER DIVISION OF FORTY-EIGHT (48) HOURS IN ADVANCE WITH THE CITY WATER DIVISION FORTY-EIGHT (48) HOURS IN ADVANCE WITH THE CITY WATER DIVISION FORTY-EIGHT (48) HOURS IN ADVANCE WITH THE CITY WATER DIVISION (48) HOURS IN ADVANCE WITH THE CITY WATER DIVISION (48) HOURS IN ADVANCE WITH THE CITY WATER DIVISION HOURS IN ADVANCE WITH THE CITY WATER DIVISION HOURS IN ADVANCE WITH THE CITY WATER DIVISION IN ADVANCE WITH THE CITY WATER DIVISION IN ADVANCE WITH THE CITY WATER DIVISION ADVANCE WITH THE CITY WATER DIVISION ADVANCE WITH THE CITY WATER DIVISION WITH THE CITY WATER DIVISION WITH THE CITY WATER DIVISION THE CITY WATER DIVISION THE CITY WATER DIVISION CITY WATER DIVISION CITY WATER DIVISION WATER DIVISION WATER DIVISION DIVISION DIVISION FOR CLOSURE OF ANY VALVES. 59. WATER MAINS SHALL BE INSTALLED TO THE LINES AND GRADES ESTABLISHED IN THE APPROVED WATER MAINS SHALL BE INSTALLED TO THE LINES AND GRADES ESTABLISHED IN THE APPROVED WATER MAINS SHALL BE INSTALLED TO THE LINES AND GRADES ESTABLISHED IN THE APPROVED MAINS SHALL BE INSTALLED TO THE LINES AND GRADES ESTABLISHED IN THE APPROVED MAINS SHALL BE INSTALLED TO THE LINES AND GRADES ESTABLISHED IN THE APPROVED SHALL BE INSTALLED TO THE LINES AND GRADES ESTABLISHED IN THE APPROVED SHALL BE INSTALLED TO THE LINES AND GRADES ESTABLISHED IN THE APPROVED BE INSTALLED TO THE LINES AND GRADES ESTABLISHED IN THE APPROVED BE INSTALLED TO THE LINES AND GRADES ESTABLISHED IN THE APPROVED INSTALLED TO THE LINES AND GRADES ESTABLISHED IN THE APPROVED INSTALLED TO THE LINES AND GRADES ESTABLISHED IN THE APPROVED TO THE LINES AND GRADES ESTABLISHED IN THE APPROVED TO THE LINES AND GRADES ESTABLISHED IN THE APPROVED THE LINES AND GRADES ESTABLISHED IN THE APPROVED THE LINES AND GRADES ESTABLISHED IN THE APPROVED LINES AND GRADES ESTABLISHED IN THE APPROVED LINES AND GRADES ESTABLISHED IN THE APPROVED AND GRADES ESTABLISHED IN THE APPROVED AND GRADES ESTABLISHED IN THE APPROVED GRADES ESTABLISHED IN THE APPROVED GRADES ESTABLISHED IN THE APPROVED ESTABLISHED IN THE APPROVED ESTABLISHED IN THE APPROVED IN THE APPROVED IN THE APPROVED THE APPROVED THE APPROVED APPROVED APPROVED PLANS. IN CASES WHERE OBSTRUCTIONS ARE ENCOUNTERED AND A CHANGE IN VERTICAL IN CASES WHERE OBSTRUCTIONS ARE ENCOUNTERED AND A CHANGE IN VERTICAL IN CASES WHERE OBSTRUCTIONS ARE ENCOUNTERED AND A CHANGE IN VERTICAL CASES WHERE OBSTRUCTIONS ARE ENCOUNTERED AND A CHANGE IN VERTICAL CASES WHERE OBSTRUCTIONS ARE ENCOUNTERED AND A CHANGE IN VERTICAL WHERE OBSTRUCTIONS ARE ENCOUNTERED AND A CHANGE IN VERTICAL WHERE OBSTRUCTIONS ARE ENCOUNTERED AND A CHANGE IN VERTICAL OBSTRUCTIONS ARE ENCOUNTERED AND A CHANGE IN VERTICAL OBSTRUCTIONS ARE ENCOUNTERED AND A CHANGE IN VERTICAL ARE ENCOUNTERED AND A CHANGE IN VERTICAL ARE ENCOUNTERED AND A CHANGE IN VERTICAL ENCOUNTERED AND A CHANGE IN VERTICAL ENCOUNTERED AND A CHANGE IN VERTICAL AND A CHANGE IN VERTICAL AND A CHANGE IN VERTICAL A CHANGE IN VERTICAL A CHANGE IN VERTICAL CHANGE IN VERTICAL CHANGE IN VERTICAL IN VERTICAL IN VERTICAL VERTICAL VERTICAL ALIGNMENT IS REQUIRED, THE MINIMUM COVER ALLOWABLE SHALL BE 3' FOR 6" PIPE; 3.5' FOR IS REQUIRED, THE MINIMUM COVER ALLOWABLE SHALL BE 3' FOR 6" PIPE; 3.5' FOR IS REQUIRED, THE MINIMUM COVER ALLOWABLE SHALL BE 3' FOR 6" PIPE; 3.5' FOR REQUIRED, THE MINIMUM COVER ALLOWABLE SHALL BE 3' FOR 6" PIPE; 3.5' FOR REQUIRED, THE MINIMUM COVER ALLOWABLE SHALL BE 3' FOR 6" PIPE; 3.5' FOR THE MINIMUM COVER ALLOWABLE SHALL BE 3' FOR 6" PIPE; 3.5' FOR THE MINIMUM COVER ALLOWABLE SHALL BE 3' FOR 6" PIPE; 3.5' FOR MINIMUM COVER ALLOWABLE SHALL BE 3' FOR 6" PIPE; 3.5' FOR MINIMUM COVER ALLOWABLE SHALL BE 3' FOR 6" PIPE; 3.5' FOR COVER ALLOWABLE SHALL BE 3' FOR 6" PIPE; 3.5' FOR COVER ALLOWABLE SHALL BE 3' FOR 6" PIPE; 3.5' FOR ALLOWABLE SHALL BE 3' FOR 6" PIPE; 3.5' FOR ALLOWABLE SHALL BE 3' FOR 6" PIPE; 3.5' FOR SHALL BE 3' FOR 6" PIPE; 3.5' FOR SHALL BE 3' FOR 6" PIPE; 3.5' FOR BE 3' FOR 6" PIPE; 3.5' FOR BE 3' FOR 6" PIPE; 3.5' FOR 3' FOR 6" PIPE; 3.5' FOR 3' FOR 6" PIPE; 3.5' FOR FOR 6" PIPE; 3.5' FOR FOR 6" PIPE; 3.5' FOR 6" PIPE; 3.5' FOR 6" PIPE; 3.5' FOR PIPE; 3.5' FOR PIPE; 3.5' FOR 3.5' FOR 3.5' FOR FOR FOR 8"; 4' FOR 12" PIPE; 4.5' FOR 14" OR LARGER PIPE. NO CHANGE IN GRADE SHALL BE MADE 4' FOR 12" PIPE; 4.5' FOR 14" OR LARGER PIPE. NO CHANGE IN GRADE SHALL BE MADE 4' FOR 12" PIPE; 4.5' FOR 14" OR LARGER PIPE. NO CHANGE IN GRADE SHALL BE MADE FOR 12" PIPE; 4.5' FOR 14" OR LARGER PIPE. NO CHANGE IN GRADE SHALL BE MADE FOR 12" PIPE; 4.5' FOR 14" OR LARGER PIPE. NO CHANGE IN GRADE SHALL BE MADE 12" PIPE; 4.5' FOR 14" OR LARGER PIPE. NO CHANGE IN GRADE SHALL BE MADE 12" PIPE; 4.5' FOR 14" OR LARGER PIPE. NO CHANGE IN GRADE SHALL BE MADE PIPE; 4.5' FOR 14" OR LARGER PIPE. NO CHANGE IN GRADE SHALL BE MADE PIPE; 4.5' FOR 14" OR LARGER PIPE. NO CHANGE IN GRADE SHALL BE MADE 4.5' FOR 14" OR LARGER PIPE. NO CHANGE IN GRADE SHALL BE MADE 4.5' FOR 14" OR LARGER PIPE. NO CHANGE IN GRADE SHALL BE MADE FOR 14" OR LARGER PIPE. NO CHANGE IN GRADE SHALL BE MADE FOR 14" OR LARGER PIPE. NO CHANGE IN GRADE SHALL BE MADE 14" OR LARGER PIPE. NO CHANGE IN GRADE SHALL BE MADE 14" OR LARGER PIPE. NO CHANGE IN GRADE SHALL BE MADE OR LARGER PIPE. NO CHANGE IN GRADE SHALL BE MADE OR LARGER PIPE. NO CHANGE IN GRADE SHALL BE MADE LARGER PIPE. NO CHANGE IN GRADE SHALL BE MADE LARGER PIPE. NO CHANGE IN GRADE SHALL BE MADE PIPE. NO CHANGE IN GRADE SHALL BE MADE PIPE. NO CHANGE IN GRADE SHALL BE MADE NO CHANGE IN GRADE SHALL BE MADE NO CHANGE IN GRADE SHALL BE MADE CHANGE IN GRADE SHALL BE MADE CHANGE IN GRADE SHALL BE MADE IN GRADE SHALL BE MADE IN GRADE SHALL BE MADE GRADE SHALL BE MADE GRADE SHALL BE MADE SHALL BE MADE SHALL BE MADE BE MADE BE MADE MADE MADE WITHOUT THE APPROVAL OF THE CITY. 60. TRACER WIRE SHALL BE INSTALLED WITH ALL WATER MAINS AND FIRE HYDRANT RUNS. TRACER TRACER WIRE SHALL BE INSTALLED WITH ALL WATER MAINS AND FIRE HYDRANT RUNS. TRACER TRACER WIRE SHALL BE INSTALLED WITH ALL WATER MAINS AND FIRE HYDRANT RUNS. TRACER WIRE SHALL BE INSTALLED WITH ALL WATER MAINS AND FIRE HYDRANT RUNS. TRACER WIRE SHALL BE INSTALLED WITH ALL WATER MAINS AND FIRE HYDRANT RUNS. TRACER SHALL BE INSTALLED WITH ALL WATER MAINS AND FIRE HYDRANT RUNS. TRACER SHALL BE INSTALLED WITH ALL WATER MAINS AND FIRE HYDRANT RUNS. TRACER BE INSTALLED WITH ALL WATER MAINS AND FIRE HYDRANT RUNS. TRACER BE INSTALLED WITH ALL WATER MAINS AND FIRE HYDRANT RUNS. TRACER INSTALLED WITH ALL WATER MAINS AND FIRE HYDRANT RUNS. TRACER INSTALLED WITH ALL WATER MAINS AND FIRE HYDRANT RUNS. TRACER WITH ALL WATER MAINS AND FIRE HYDRANT RUNS. TRACER WITH ALL WATER MAINS AND FIRE HYDRANT RUNS. TRACER ALL WATER MAINS AND FIRE HYDRANT RUNS. TRACER ALL WATER MAINS AND FIRE HYDRANT RUNS. TRACER WATER MAINS AND FIRE HYDRANT RUNS. TRACER WATER MAINS AND FIRE HYDRANT RUNS. TRACER MAINS AND FIRE HYDRANT RUNS. TRACER MAINS AND FIRE HYDRANT RUNS. TRACER AND FIRE HYDRANT RUNS. TRACER AND FIRE HYDRANT RUNS. TRACER FIRE HYDRANT RUNS. TRACER FIRE HYDRANT RUNS. TRACER HYDRANT RUNS. TRACER HYDRANT RUNS. TRACER RUNS. TRACER RUNS. TRACER TRACER TRACER WIRE SHALL BE NO. 10 STRANDED COPPER, WHITE INSULATION. 61. CONNECTIONS MADE TO EXISTING WATER MAINS SHALL BE PERFORMED WITH A TAPPING SADDLE, CONNECTIONS MADE TO EXISTING WATER MAINS SHALL BE PERFORMED WITH A TAPPING SADDLE, CONNECTIONS MADE TO EXISTING WATER MAINS SHALL BE PERFORMED WITH A TAPPING SADDLE, MADE TO EXISTING WATER MAINS SHALL BE PERFORMED WITH A TAPPING SADDLE, MADE TO EXISTING WATER MAINS SHALL BE PERFORMED WITH A TAPPING SADDLE, TO EXISTING WATER MAINS SHALL BE PERFORMED WITH A TAPPING SADDLE, TO EXISTING WATER MAINS SHALL BE PERFORMED WITH A TAPPING SADDLE, EXISTING WATER MAINS SHALL BE PERFORMED WITH A TAPPING SADDLE, EXISTING WATER MAINS SHALL BE PERFORMED WITH A TAPPING SADDLE, WATER MAINS SHALL BE PERFORMED WITH A TAPPING SADDLE, WATER MAINS SHALL BE PERFORMED WITH A TAPPING SADDLE, MAINS SHALL BE PERFORMED WITH A TAPPING SADDLE, MAINS SHALL BE PERFORMED WITH A TAPPING SADDLE, SHALL BE PERFORMED WITH A TAPPING SADDLE, SHALL BE PERFORMED WITH A TAPPING SADDLE, BE PERFORMED WITH A TAPPING SADDLE, BE PERFORMED WITH A TAPPING SADDLE, PERFORMED WITH A TAPPING SADDLE, PERFORMED WITH A TAPPING SADDLE, WITH A TAPPING SADDLE, WITH A TAPPING SADDLE, A TAPPING SADDLE, A TAPPING SADDLE, TAPPING SADDLE, TAPPING SADDLE, SADDLE, SADDLE, WHERE POSSIBLE. 62. WHEN POLYVINYL CHLORIDE (PVC) C900 PIPE IS USED FOR WATER MAINS, A CORING CUTTER IS WHEN POLYVINYL CHLORIDE (PVC) C900 PIPE IS USED FOR WATER MAINS, A CORING CUTTER IS WHEN POLYVINYL CHLORIDE (PVC) C900 PIPE IS USED FOR WATER MAINS, A CORING CUTTER IS POLYVINYL CHLORIDE (PVC) C900 PIPE IS USED FOR WATER MAINS, A CORING CUTTER IS POLYVINYL CHLORIDE (PVC) C900 PIPE IS USED FOR WATER MAINS, A CORING CUTTER IS CHLORIDE (PVC) C900 PIPE IS USED FOR WATER MAINS, A CORING CUTTER IS CHLORIDE (PVC) C900 PIPE IS USED FOR WATER MAINS, A CORING CUTTER IS (PVC) C900 PIPE IS USED FOR WATER MAINS, A CORING CUTTER IS (PVC) C900 PIPE IS USED FOR WATER MAINS, A CORING CUTTER IS C900 PIPE IS USED FOR WATER MAINS, A CORING CUTTER IS C900 PIPE IS USED FOR WATER MAINS, A CORING CUTTER IS PIPE IS USED FOR WATER MAINS, A CORING CUTTER IS PIPE IS USED FOR WATER MAINS, A CORING CUTTER IS IS USED FOR WATER MAINS, A CORING CUTTER IS IS USED FOR WATER MAINS, A CORING CUTTER IS USED FOR WATER MAINS, A CORING CUTTER IS USED FOR WATER MAINS, A CORING CUTTER IS FOR WATER MAINS, A CORING CUTTER IS FOR WATER MAINS, A CORING CUTTER IS WATER MAINS, A CORING CUTTER IS WATER MAINS, A CORING CUTTER IS MAINS, A CORING CUTTER IS MAINS, A CORING CUTTER IS A CORING CUTTER IS A CORING CUTTER IS CORING CUTTER IS CORING CUTTER IS CUTTER IS CUTTER IS IS IS REQUIRED FOR EACH TAPPING. A CITY WATER DEPARTMENT REPRESENTATIVE MUST BE ON SITE FOR EACH TAPPING. A CITY WATER DEPARTMENT REPRESENTATIVE MUST BE ON SITE FOR EACH TAPPING. A CITY WATER DEPARTMENT REPRESENTATIVE MUST BE ON SITE EACH TAPPING. A CITY WATER DEPARTMENT REPRESENTATIVE MUST BE ON SITE EACH TAPPING. A CITY WATER DEPARTMENT REPRESENTATIVE MUST BE ON SITE TAPPING. A CITY WATER DEPARTMENT REPRESENTATIVE MUST BE ON SITE TAPPING. A CITY WATER DEPARTMENT REPRESENTATIVE MUST BE ON SITE A CITY WATER DEPARTMENT REPRESENTATIVE MUST BE ON SITE A CITY WATER DEPARTMENT REPRESENTATIVE MUST BE ON SITE CITY WATER DEPARTMENT REPRESENTATIVE MUST BE ON SITE CITY WATER DEPARTMENT REPRESENTATIVE MUST BE ON SITE WATER DEPARTMENT REPRESENTATIVE MUST BE ON SITE WATER DEPARTMENT REPRESENTATIVE MUST BE ON SITE DEPARTMENT REPRESENTATIVE MUST BE ON SITE DEPARTMENT REPRESENTATIVE MUST BE ON SITE REPRESENTATIVE MUST BE ON SITE REPRESENTATIVE MUST BE ON SITE MUST BE ON SITE MUST BE ON SITE BE ON SITE BE ON SITE ON SITE ON SITE SITE SITE DURING ALL WORK ON EXISTING CITY WATER MAINS.
AutoCAD SHX Text
STRIPING 69. A STRIPING PLAN APPROVED BY THE CITY ENGINEER IS REQUIRED PRIOR TO ANY SIGNING OR A STRIPING PLAN APPROVED BY THE CITY ENGINEER IS REQUIRED PRIOR TO ANY SIGNING OR STRIPING PLAN APPROVED BY THE CITY ENGINEER IS REQUIRED PRIOR TO ANY SIGNING OR STRIPING PLAN APPROVED BY THE CITY ENGINEER IS REQUIRED PRIOR TO ANY SIGNING OR PLAN APPROVED BY THE CITY ENGINEER IS REQUIRED PRIOR TO ANY SIGNING OR PLAN APPROVED BY THE CITY ENGINEER IS REQUIRED PRIOR TO ANY SIGNING OR APPROVED BY THE CITY ENGINEER IS REQUIRED PRIOR TO ANY SIGNING OR APPROVED BY THE CITY ENGINEER IS REQUIRED PRIOR TO ANY SIGNING OR BY THE CITY ENGINEER IS REQUIRED PRIOR TO ANY SIGNING OR BY THE CITY ENGINEER IS REQUIRED PRIOR TO ANY SIGNING OR THE CITY ENGINEER IS REQUIRED PRIOR TO ANY SIGNING OR THE CITY ENGINEER IS REQUIRED PRIOR TO ANY SIGNING OR CITY ENGINEER IS REQUIRED PRIOR TO ANY SIGNING OR CITY ENGINEER IS REQUIRED PRIOR TO ANY SIGNING OR ENGINEER IS REQUIRED PRIOR TO ANY SIGNING OR ENGINEER IS REQUIRED PRIOR TO ANY SIGNING OR IS REQUIRED PRIOR TO ANY SIGNING OR IS REQUIRED PRIOR TO ANY SIGNING OR REQUIRED PRIOR TO ANY SIGNING OR REQUIRED PRIOR TO ANY SIGNING OR PRIOR TO ANY SIGNING OR PRIOR TO ANY SIGNING OR TO ANY SIGNING OR TO ANY SIGNING OR ANY SIGNING OR ANY SIGNING OR SIGNING OR SIGNING OR OR OR STRIPING INSTALLATION. THE CONTRACTOR SHALL NOTIFY THE PUBLIC UTILITIES STREET INSTALLATION. THE CONTRACTOR SHALL NOTIFY THE PUBLIC UTILITIES STREET INSTALLATION. THE CONTRACTOR SHALL NOTIFY THE PUBLIC UTILITIES STREET THE CONTRACTOR SHALL NOTIFY THE PUBLIC UTILITIES STREET THE CONTRACTOR SHALL NOTIFY THE PUBLIC UTILITIES STREET CONTRACTOR SHALL NOTIFY THE PUBLIC UTILITIES STREET CONTRACTOR SHALL NOTIFY THE PUBLIC UTILITIES STREET SHALL NOTIFY THE PUBLIC UTILITIES STREET SHALL NOTIFY THE PUBLIC UTILITIES STREET NOTIFY THE PUBLIC UTILITIES STREET NOTIFY THE PUBLIC UTILITIES STREET THE PUBLIC UTILITIES STREET THE PUBLIC UTILITIES STREET PUBLIC UTILITIES STREET PUBLIC UTILITIES STREET UTILITIES STREET UTILITIES STREET STREET STREET SECTION AT (559) 324-2600 AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY AT (559) 324-2600 AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY AT (559) 324-2600 AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY (559) 324-2600 AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY (559) 324-2600 AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY 324-2600 AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY 324-2600 AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY (48) HOURS IN ADVANCE OF ANY (48) HOURS IN ADVANCE OF ANY HOURS IN ADVANCE OF ANY HOURS IN ADVANCE OF ANY IN ADVANCE OF ANY IN ADVANCE OF ANY ADVANCE OF ANY ADVANCE OF ANY OF ANY OF ANY ANY ANY WORK. THE STREETS SECTION SHALL BE INFORMED OF ALL LOCATIONS AND TYPES AND DATES THE STREETS SECTION SHALL BE INFORMED OF ALL LOCATIONS AND TYPES AND DATES THE STREETS SECTION SHALL BE INFORMED OF ALL LOCATIONS AND TYPES AND DATES STREETS SECTION SHALL BE INFORMED OF ALL LOCATIONS AND TYPES AND DATES STREETS SECTION SHALL BE INFORMED OF ALL LOCATIONS AND TYPES AND DATES SECTION SHALL BE INFORMED OF ALL LOCATIONS AND TYPES AND DATES SECTION SHALL BE INFORMED OF ALL LOCATIONS AND TYPES AND DATES SHALL BE INFORMED OF ALL LOCATIONS AND TYPES AND DATES SHALL BE INFORMED OF ALL LOCATIONS AND TYPES AND DATES BE INFORMED OF ALL LOCATIONS AND TYPES AND DATES BE INFORMED OF ALL LOCATIONS AND TYPES AND DATES INFORMED OF ALL LOCATIONS AND TYPES AND DATES INFORMED OF ALL LOCATIONS AND TYPES AND DATES OF ALL LOCATIONS AND TYPES AND DATES OF ALL LOCATIONS AND TYPES AND DATES ALL LOCATIONS AND TYPES AND DATES ALL LOCATIONS AND TYPES AND DATES LOCATIONS AND TYPES AND DATES LOCATIONS AND TYPES AND DATES AND TYPES AND DATES AND TYPES AND DATES TYPES AND DATES TYPES AND DATES AND DATES AND DATES DATES DATES OF INSTALLATIONS. ANY CHANGES TO THE APPROVED PLAN SHALL BE APPROVED BY THE CITY INSTALLATIONS. ANY CHANGES TO THE APPROVED PLAN SHALL BE APPROVED BY THE CITY INSTALLATIONS. ANY CHANGES TO THE APPROVED PLAN SHALL BE APPROVED BY THE CITY ANY CHANGES TO THE APPROVED PLAN SHALL BE APPROVED BY THE CITY ANY CHANGES TO THE APPROVED PLAN SHALL BE APPROVED BY THE CITY CHANGES TO THE APPROVED PLAN SHALL BE APPROVED BY THE CITY CHANGES TO THE APPROVED PLAN SHALL BE APPROVED BY THE CITY TO THE APPROVED PLAN SHALL BE APPROVED BY THE CITY TO THE APPROVED PLAN SHALL BE APPROVED BY THE CITY THE APPROVED PLAN SHALL BE APPROVED BY THE CITY THE APPROVED PLAN SHALL BE APPROVED BY THE CITY APPROVED PLAN SHALL BE APPROVED BY THE CITY APPROVED PLAN SHALL BE APPROVED BY THE CITY PLAN SHALL BE APPROVED BY THE CITY PLAN SHALL BE APPROVED BY THE CITY SHALL BE APPROVED BY THE CITY SHALL BE APPROVED BY THE CITY BE APPROVED BY THE CITY BE APPROVED BY THE CITY APPROVED BY THE CITY APPROVED BY THE CITY BY THE CITY BY THE CITY THE CITY THE CITY CITY CITY ENGINEER PRIOR TO ANY WORK THEREON. 70. APPLICATION EQUIPMENT FOR PAINT SHALL COMPLY WITH SUBSECTION 84-3.04 "APPLICATION APPLICATION EQUIPMENT FOR PAINT SHALL COMPLY WITH SUBSECTION 84-3.04 "APPLICATION EQUIPMENT FOR PAINT SHALL COMPLY WITH SUBSECTION 84-3.04 "APPLICATION EQUIPMENT FOR PAINT SHALL COMPLY WITH SUBSECTION 84-3.04 "APPLICATION FOR PAINT SHALL COMPLY WITH SUBSECTION 84-3.04 "APPLICATION FOR PAINT SHALL COMPLY WITH SUBSECTION 84-3.04 "APPLICATION PAINT SHALL COMPLY WITH SUBSECTION 84-3.04 "APPLICATION PAINT SHALL COMPLY WITH SUBSECTION 84-3.04 "APPLICATION SHALL COMPLY WITH SUBSECTION 84-3.04 "APPLICATION SHALL COMPLY WITH SUBSECTION 84-3.04 "APPLICATION COMPLY WITH SUBSECTION 84-3.04 "APPLICATION COMPLY WITH SUBSECTION 84-3.04 "APPLICATION WITH SUBSECTION 84-3.04 "APPLICATION WITH SUBSECTION 84-3.04 "APPLICATION SUBSECTION 84-3.04 "APPLICATION SUBSECTION 84-3.04 "APPLICATION 84-3.04 "APPLICATION 84-3.04 "APPLICATION "APPLICATION "APPLICATION EQUIPMENT" OF THE STATE STANDARD SPECIFICATIONS, EXCEPT FOR THE USE OF "AIRSPRAY" OF THE STATE STANDARD SPECIFICATIONS, EXCEPT FOR THE USE OF "AIRSPRAY" OF THE STATE STANDARD SPECIFICATIONS, EXCEPT FOR THE USE OF "AIRSPRAY" THE STATE STANDARD SPECIFICATIONS, EXCEPT FOR THE USE OF "AIRSPRAY" THE STATE STANDARD SPECIFICATIONS, EXCEPT FOR THE USE OF "AIRSPRAY" STATE STANDARD SPECIFICATIONS, EXCEPT FOR THE USE OF "AIRSPRAY" STATE STANDARD SPECIFICATIONS, EXCEPT FOR THE USE OF "AIRSPRAY" STANDARD SPECIFICATIONS, EXCEPT FOR THE USE OF "AIRSPRAY" STANDARD SPECIFICATIONS, EXCEPT FOR THE USE OF "AIRSPRAY" SPECIFICATIONS, EXCEPT FOR THE USE OF "AIRSPRAY" SPECIFICATIONS, EXCEPT FOR THE USE OF "AIRSPRAY" EXCEPT FOR THE USE OF "AIRSPRAY" EXCEPT FOR THE USE OF "AIRSPRAY" FOR THE USE OF "AIRSPRAY" FOR THE USE OF "AIRSPRAY" THE USE OF "AIRSPRAY" THE USE OF "AIRSPRAY" USE OF "AIRSPRAY" USE OF "AIRSPRAY" OF "AIRSPRAY" OF "AIRSPRAY" "AIRSPRAY" "AIRSPRAY" EQUIPMENT. ONLY "AIRLESS" TYPE EQUIPMENT WILL BE ALLOWED TO BE USED TO APPLY ONLY "AIRLESS" TYPE EQUIPMENT WILL BE ALLOWED TO BE USED TO APPLY ONLY "AIRLESS" TYPE EQUIPMENT WILL BE ALLOWED TO BE USED TO APPLY "AIRLESS" TYPE EQUIPMENT WILL BE ALLOWED TO BE USED TO APPLY "AIRLESS" TYPE EQUIPMENT WILL BE ALLOWED TO BE USED TO APPLY TYPE EQUIPMENT WILL BE ALLOWED TO BE USED TO APPLY TYPE EQUIPMENT WILL BE ALLOWED TO BE USED TO APPLY EQUIPMENT WILL BE ALLOWED TO BE USED TO APPLY EQUIPMENT WILL BE ALLOWED TO BE USED TO APPLY WILL BE ALLOWED TO BE USED TO APPLY WILL BE ALLOWED TO BE USED TO APPLY BE ALLOWED TO BE USED TO APPLY BE ALLOWED TO BE USED TO APPLY ALLOWED TO BE USED TO APPLY ALLOWED TO BE USED TO APPLY TO BE USED TO APPLY TO BE USED TO APPLY BE USED TO APPLY BE USED TO APPLY USED TO APPLY USED TO APPLY TO APPLY TO APPLY APPLY APPLY TRAFFIC PAINT FOR STRIPING OR STENCILING. THE USE OF "AIRSPRAY" TYPE OF EQUIPMENT IS PAINT FOR STRIPING OR STENCILING. THE USE OF "AIRSPRAY" TYPE OF EQUIPMENT IS PAINT FOR STRIPING OR STENCILING. THE USE OF "AIRSPRAY" TYPE OF EQUIPMENT IS FOR STRIPING OR STENCILING. THE USE OF "AIRSPRAY" TYPE OF EQUIPMENT IS FOR STRIPING OR STENCILING. THE USE OF "AIRSPRAY" TYPE OF EQUIPMENT IS STRIPING OR STENCILING. THE USE OF "AIRSPRAY" TYPE OF EQUIPMENT IS STRIPING OR STENCILING. THE USE OF "AIRSPRAY" TYPE OF EQUIPMENT IS OR STENCILING. THE USE OF "AIRSPRAY" TYPE OF EQUIPMENT IS OR STENCILING. THE USE OF "AIRSPRAY" TYPE OF EQUIPMENT IS STENCILING. THE USE OF "AIRSPRAY" TYPE OF EQUIPMENT IS STENCILING. THE USE OF "AIRSPRAY" TYPE OF EQUIPMENT IS THE USE OF "AIRSPRAY" TYPE OF EQUIPMENT IS THE USE OF "AIRSPRAY" TYPE OF EQUIPMENT IS USE OF "AIRSPRAY" TYPE OF EQUIPMENT IS USE OF "AIRSPRAY" TYPE OF EQUIPMENT IS OF "AIRSPRAY" TYPE OF EQUIPMENT IS OF "AIRSPRAY" TYPE OF EQUIPMENT IS "AIRSPRAY" TYPE OF EQUIPMENT IS "AIRSPRAY" TYPE OF EQUIPMENT IS TYPE OF EQUIPMENT IS TYPE OF EQUIPMENT IS OF EQUIPMENT IS OF EQUIPMENT IS EQUIPMENT IS EQUIPMENT IS IS IS NOT ALLOWED IN THE CITY OF KINGSBURG. 71. THE CONTRACTOR SHALL ACQUIRE ALL PERMITS AS MAY BE REQUIRED FROM OTHER AGENCIES. THE CONTRACTOR SHALL ACQUIRE ALL PERMITS AS MAY BE REQUIRED FROM OTHER AGENCIES. 72. ALL TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH THE LATEST VERSION OF ALL TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH THE LATEST VERSION OF TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH THE LATEST VERSION OF TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH THE LATEST VERSION OF CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH THE LATEST VERSION OF CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH THE LATEST VERSION OF SHALL BE PROVIDED IN ACCORDANCE WITH THE LATEST VERSION OF SHALL BE PROVIDED IN ACCORDANCE WITH THE LATEST VERSION OF BE PROVIDED IN ACCORDANCE WITH THE LATEST VERSION OF BE PROVIDED IN ACCORDANCE WITH THE LATEST VERSION OF PROVIDED IN ACCORDANCE WITH THE LATEST VERSION OF PROVIDED IN ACCORDANCE WITH THE LATEST VERSION OF IN ACCORDANCE WITH THE LATEST VERSION OF IN ACCORDANCE WITH THE LATEST VERSION OF ACCORDANCE WITH THE LATEST VERSION OF ACCORDANCE WITH THE LATEST VERSION OF WITH THE LATEST VERSION OF WITH THE LATEST VERSION OF THE LATEST VERSION OF THE LATEST VERSION OF LATEST VERSION OF LATEST VERSION OF VERSION OF VERSION OF OF OF THE STATE OF CALIFORNIA'S "MANUAL OF TEMPORARY TRAFFIC CONTROLS" FOR CONSTRUCTION STATE OF CALIFORNIA'S "MANUAL OF TEMPORARY TRAFFIC CONTROLS" FOR CONSTRUCTION STATE OF CALIFORNIA'S "MANUAL OF TEMPORARY TRAFFIC CONTROLS" FOR CONSTRUCTION OF CALIFORNIA'S "MANUAL OF TEMPORARY TRAFFIC CONTROLS" FOR CONSTRUCTION OF CALIFORNIA'S "MANUAL OF TEMPORARY TRAFFIC CONTROLS" FOR CONSTRUCTION CALIFORNIA'S "MANUAL OF TEMPORARY TRAFFIC CONTROLS" FOR CONSTRUCTION CALIFORNIA'S "MANUAL OF TEMPORARY TRAFFIC CONTROLS" FOR CONSTRUCTION "MANUAL OF TEMPORARY TRAFFIC CONTROLS" FOR CONSTRUCTION "MANUAL OF TEMPORARY TRAFFIC CONTROLS" FOR CONSTRUCTION OF TEMPORARY TRAFFIC CONTROLS" FOR CONSTRUCTION OF TEMPORARY TRAFFIC CONTROLS" FOR CONSTRUCTION TEMPORARY TRAFFIC CONTROLS" FOR CONSTRUCTION TEMPORARY TRAFFIC CONTROLS" FOR CONSTRUCTION TRAFFIC CONTROLS" FOR CONSTRUCTION TRAFFIC CONTROLS" FOR CONSTRUCTION CONTROLS" FOR CONSTRUCTION CONTROLS" FOR CONSTRUCTION FOR CONSTRUCTION FOR CONSTRUCTION CONSTRUCTION CONSTRUCTION AND MAINTENANCE WORK ZONES. 73. ANY EXISTING SIGNING AND/OR BARRICADES DESIGNATED TO BE REMOVED SHALL BE ANY EXISTING SIGNING AND/OR BARRICADES DESIGNATED TO BE REMOVED SHALL BE EXISTING SIGNING AND/OR BARRICADES DESIGNATED TO BE REMOVED SHALL BE EXISTING SIGNING AND/OR BARRICADES DESIGNATED TO BE REMOVED SHALL BE SIGNING AND/OR BARRICADES DESIGNATED TO BE REMOVED SHALL BE SIGNING AND/OR BARRICADES DESIGNATED TO BE REMOVED SHALL BE AND/OR BARRICADES DESIGNATED TO BE REMOVED SHALL BE AND/OR BARRICADES DESIGNATED TO BE REMOVED SHALL BE BARRICADES DESIGNATED TO BE REMOVED SHALL BE BARRICADES DESIGNATED TO BE REMOVED SHALL BE DESIGNATED TO BE REMOVED SHALL BE DESIGNATED TO BE REMOVED SHALL BE TO BE REMOVED SHALL BE TO BE REMOVED SHALL BE BE REMOVED SHALL BE BE REMOVED SHALL BE REMOVED SHALL BE REMOVED SHALL BE SHALL BE SHALL BE BE BE SALVAGED TO THE CITY OF KINGSBURG CORPORATION YARD LOCATED AT 155 N. SUNNYSIDE TO THE CITY OF KINGSBURG CORPORATION YARD LOCATED AT 155 N. SUNNYSIDE TO THE CITY OF KINGSBURG CORPORATION YARD LOCATED AT 155 N. SUNNYSIDE THE CITY OF KINGSBURG CORPORATION YARD LOCATED AT 155 N. SUNNYSIDE THE CITY OF KINGSBURG CORPORATION YARD LOCATED AT 155 N. SUNNYSIDE CITY OF KINGSBURG CORPORATION YARD LOCATED AT 155 N. SUNNYSIDE CITY OF KINGSBURG CORPORATION YARD LOCATED AT 155 N. SUNNYSIDE OF KINGSBURG CORPORATION YARD LOCATED AT 155 N. SUNNYSIDE OF KINGSBURG CORPORATION YARD LOCATED AT 155 N. SUNNYSIDE KINGSBURG CORPORATION YARD LOCATED AT 155 N. SUNNYSIDE KINGSBURG CORPORATION YARD LOCATED AT 155 N. SUNNYSIDE CORPORATION YARD LOCATED AT 155 N. SUNNYSIDE CORPORATION YARD LOCATED AT 155 N. SUNNYSIDE YARD LOCATED AT 155 N. SUNNYSIDE YARD LOCATED AT 155 N. SUNNYSIDE LOCATED AT 155 N. SUNNYSIDE LOCATED AT 155 N. SUNNYSIDE AT 155 N. SUNNYSIDE AT 155 N. SUNNYSIDE 155 N. SUNNYSIDE 155 N. SUNNYSIDE N. SUNNYSIDE N. SUNNYSIDE SUNNYSIDE SUNNYSIDE AVENUE (BY APPOINTMENT ONLY). 74. STRIPING DESIGNATED TO BE REMOVED SHALL BE REMOVED COMPLETELY AND THE SURFACE STRIPING DESIGNATED TO BE REMOVED SHALL BE REMOVED COMPLETELY AND THE SURFACE DESIGNATED TO BE REMOVED SHALL BE REMOVED COMPLETELY AND THE SURFACE DESIGNATED TO BE REMOVED SHALL BE REMOVED COMPLETELY AND THE SURFACE TO BE REMOVED SHALL BE REMOVED COMPLETELY AND THE SURFACE TO BE REMOVED SHALL BE REMOVED COMPLETELY AND THE SURFACE BE REMOVED SHALL BE REMOVED COMPLETELY AND THE SURFACE BE REMOVED SHALL BE REMOVED COMPLETELY AND THE SURFACE REMOVED SHALL BE REMOVED COMPLETELY AND THE SURFACE REMOVED SHALL BE REMOVED COMPLETELY AND THE SURFACE SHALL BE REMOVED COMPLETELY AND THE SURFACE SHALL BE REMOVED COMPLETELY AND THE SURFACE BE REMOVED COMPLETELY AND THE SURFACE BE REMOVED COMPLETELY AND THE SURFACE REMOVED COMPLETELY AND THE SURFACE REMOVED COMPLETELY AND THE SURFACE COMPLETELY AND THE SURFACE COMPLETELY AND THE SURFACE AND THE SURFACE AND THE SURFACE THE SURFACE THE SURFACE SURFACE SURFACE SEALED WITH A "WALKMASTER" OR CITY APPROVED EQUIVALENT SLURRY PRIOR TO WITH A "WALKMASTER" OR CITY APPROVED EQUIVALENT SLURRY PRIOR TO WITH A "WALKMASTER" OR CITY APPROVED EQUIVALENT SLURRY PRIOR TO A "WALKMASTER" OR CITY APPROVED EQUIVALENT SLURRY PRIOR TO A "WALKMASTER" OR CITY APPROVED EQUIVALENT SLURRY PRIOR TO "WALKMASTER" OR CITY APPROVED EQUIVALENT SLURRY PRIOR TO "WALKMASTER" OR CITY APPROVED EQUIVALENT SLURRY PRIOR TO OR CITY APPROVED EQUIVALENT SLURRY PRIOR TO OR CITY APPROVED EQUIVALENT SLURRY PRIOR TO CITY APPROVED EQUIVALENT SLURRY PRIOR TO CITY APPROVED EQUIVALENT SLURRY PRIOR TO APPROVED EQUIVALENT SLURRY PRIOR TO APPROVED EQUIVALENT SLURRY PRIOR TO EQUIVALENT SLURRY PRIOR TO EQUIVALENT SLURRY PRIOR TO SLURRY PRIOR TO SLURRY PRIOR TO PRIOR TO PRIOR TO TO TO RE-STRIPING. ANY VOIDS CREATED BY GRINDING SHALL BE FILLED BY USING TYPE "II" ANY VOIDS CREATED BY GRINDING SHALL BE FILLED BY USING TYPE "II" ANY VOIDS CREATED BY GRINDING SHALL BE FILLED BY USING TYPE "II" VOIDS CREATED BY GRINDING SHALL BE FILLED BY USING TYPE "II" VOIDS CREATED BY GRINDING SHALL BE FILLED BY USING TYPE "II" CREATED BY GRINDING SHALL BE FILLED BY USING TYPE "II" CREATED BY GRINDING SHALL BE FILLED BY USING TYPE "II" BY GRINDING SHALL BE FILLED BY USING TYPE "II" BY GRINDING SHALL BE FILLED BY USING TYPE "II" GRINDING SHALL BE FILLED BY USING TYPE "II" GRINDING SHALL BE FILLED BY USING TYPE "II" SHALL BE FILLED BY USING TYPE "II" SHALL BE FILLED BY USING TYPE "II" BE FILLED BY USING TYPE "II" BE FILLED BY USING TYPE "II" FILLED BY USING TYPE "II" FILLED BY USING TYPE "II" BY USING TYPE "II" BY USING TYPE "II" USING TYPE "II" USING TYPE "II" TYPE "II" TYPE "II" "II" "II" SLURRY AS DETERMINED BY THE CITY ENGINEER. 75. ALL LEGENDS (ARROWS INCLUDED) DESIGNATED TO BE REMOVED SHALL BE DONE IN A ALL LEGENDS (ARROWS INCLUDED) DESIGNATED TO BE REMOVED SHALL BE DONE IN A LEGENDS (ARROWS INCLUDED) DESIGNATED TO BE REMOVED SHALL BE DONE IN A LEGENDS (ARROWS INCLUDED) DESIGNATED TO BE REMOVED SHALL BE DONE IN A (ARROWS INCLUDED) DESIGNATED TO BE REMOVED SHALL BE DONE IN A (ARROWS INCLUDED) DESIGNATED TO BE REMOVED SHALL BE DONE IN A INCLUDED) DESIGNATED TO BE REMOVED SHALL BE DONE IN A INCLUDED) DESIGNATED TO BE REMOVED SHALL BE DONE IN A DESIGNATED TO BE REMOVED SHALL BE DONE IN A DESIGNATED TO BE REMOVED SHALL BE DONE IN A TO BE REMOVED SHALL BE DONE IN A TO BE REMOVED SHALL BE DONE IN A BE REMOVED SHALL BE DONE IN A BE REMOVED SHALL BE DONE IN A REMOVED SHALL BE DONE IN A REMOVED SHALL BE DONE IN A SHALL BE DONE IN A SHALL BE DONE IN A BE DONE IN A BE DONE IN A DONE IN A DONE IN A IN A IN A A A MANNER TO PROVIDE A RECTANGULAR SHAPE ENCOMPASSING THE AREA OF THE REMOVED TO PROVIDE A RECTANGULAR SHAPE ENCOMPASSING THE AREA OF THE REMOVED TO PROVIDE A RECTANGULAR SHAPE ENCOMPASSING THE AREA OF THE REMOVED PROVIDE A RECTANGULAR SHAPE ENCOMPASSING THE AREA OF THE REMOVED PROVIDE A RECTANGULAR SHAPE ENCOMPASSING THE AREA OF THE REMOVED A RECTANGULAR SHAPE ENCOMPASSING THE AREA OF THE REMOVED A RECTANGULAR SHAPE ENCOMPASSING THE AREA OF THE REMOVED RECTANGULAR SHAPE ENCOMPASSING THE AREA OF THE REMOVED RECTANGULAR SHAPE ENCOMPASSING THE AREA OF THE REMOVED SHAPE ENCOMPASSING THE AREA OF THE REMOVED SHAPE ENCOMPASSING THE AREA OF THE REMOVED ENCOMPASSING THE AREA OF THE REMOVED ENCOMPASSING THE AREA OF THE REMOVED THE AREA OF THE REMOVED THE AREA OF THE REMOVED AREA OF THE REMOVED AREA OF THE REMOVED OF THE REMOVED OF THE REMOVED THE REMOVED THE REMOVED REMOVED REMOVED LEGEND. NO GRINDING SHALL "SHADOW" THE SHAPE OF THE STENCILING TO BE REMOVED. 76. CITY STENCILS SHALL BE USED WHEN PAINTING ALL LEGENDS WITHIN THE CITY OF CITY STENCILS SHALL BE USED WHEN PAINTING ALL LEGENDS WITHIN THE CITY OF STENCILS SHALL BE USED WHEN PAINTING ALL LEGENDS WITHIN THE CITY OF STENCILS SHALL BE USED WHEN PAINTING ALL LEGENDS WITHIN THE CITY OF SHALL BE USED WHEN PAINTING ALL LEGENDS WITHIN THE CITY OF SHALL BE USED WHEN PAINTING ALL LEGENDS WITHIN THE CITY OF BE USED WHEN PAINTING ALL LEGENDS WITHIN THE CITY OF BE USED WHEN PAINTING ALL LEGENDS WITHIN THE CITY OF USED WHEN PAINTING ALL LEGENDS WITHIN THE CITY OF USED WHEN PAINTING ALL LEGENDS WITHIN THE CITY OF WHEN PAINTING ALL LEGENDS WITHIN THE CITY OF WHEN PAINTING ALL LEGENDS WITHIN THE CITY OF PAINTING ALL LEGENDS WITHIN THE CITY OF PAINTING ALL LEGENDS WITHIN THE CITY OF ALL LEGENDS WITHIN THE CITY OF ALL LEGENDS WITHIN THE CITY OF LEGENDS WITHIN THE CITY OF LEGENDS WITHIN THE CITY OF WITHIN THE CITY OF WITHIN THE CITY OF THE CITY OF THE CITY OF CITY OF CITY OF OF OF KINGSBURG. ALL TURN ARROWS SHALL BE NINETY DEGREES (90°). THE CONTRACTOR SHALL ALL TURN ARROWS SHALL BE NINETY DEGREES (90°). THE CONTRACTOR SHALL ALL TURN ARROWS SHALL BE NINETY DEGREES (90°). THE CONTRACTOR SHALL TURN ARROWS SHALL BE NINETY DEGREES (90°). THE CONTRACTOR SHALL TURN ARROWS SHALL BE NINETY DEGREES (90°). THE CONTRACTOR SHALL ARROWS SHALL BE NINETY DEGREES (90°). THE CONTRACTOR SHALL ARROWS SHALL BE NINETY DEGREES (90°). THE CONTRACTOR SHALL SHALL BE NINETY DEGREES (90°). THE CONTRACTOR SHALL SHALL BE NINETY DEGREES (90°). THE CONTRACTOR SHALL BE NINETY DEGREES (90°). THE CONTRACTOR SHALL BE NINETY DEGREES (90°). THE CONTRACTOR SHALL NINETY DEGREES (90°). THE CONTRACTOR SHALL NINETY DEGREES (90°). THE CONTRACTOR SHALL DEGREES (90°). THE CONTRACTOR SHALL DEGREES (90°). THE CONTRACTOR SHALL (90°). THE CONTRACTOR SHALL (90°). THE CONTRACTOR SHALL THE CONTRACTOR SHALL THE CONTRACTOR SHALL CONTRACTOR SHALL CONTRACTOR SHALL SHALL SHALL NOTIFY THE CITY PUBLIC UTILITIES STREET SECTION AT (559) 324-2600 AT LEAST THE CITY PUBLIC UTILITIES STREET SECTION AT (559) 324-2600 AT LEAST THE CITY PUBLIC UTILITIES STREET SECTION AT (559) 324-2600 AT LEAST CITY PUBLIC UTILITIES STREET SECTION AT (559) 324-2600 AT LEAST CITY PUBLIC UTILITIES STREET SECTION AT (559) 324-2600 AT LEAST PUBLIC UTILITIES STREET SECTION AT (559) 324-2600 AT LEAST PUBLIC UTILITIES STREET SECTION AT (559) 324-2600 AT LEAST UTILITIES STREET SECTION AT (559) 324-2600 AT LEAST UTILITIES STREET SECTION AT (559) 324-2600 AT LEAST STREET SECTION AT (559) 324-2600 AT LEAST STREET SECTION AT (559) 324-2600 AT LEAST SECTION AT (559) 324-2600 AT LEAST SECTION AT (559) 324-2600 AT LEAST AT (559) 324-2600 AT LEAST AT (559) 324-2600 AT LEAST (559) 324-2600 AT LEAST (559) 324-2600 AT LEAST 324-2600 AT LEAST 324-2600 AT LEAST AT LEAST AT LEAST LEAST LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF THE TIME STENCILS WILL BE NEEDED. THE (48) HOURS IN ADVANCE OF THE TIME STENCILS WILL BE NEEDED. THE (48) HOURS IN ADVANCE OF THE TIME STENCILS WILL BE NEEDED. THE HOURS IN ADVANCE OF THE TIME STENCILS WILL BE NEEDED. THE HOURS IN ADVANCE OF THE TIME STENCILS WILL BE NEEDED. THE IN ADVANCE OF THE TIME STENCILS WILL BE NEEDED. THE IN ADVANCE OF THE TIME STENCILS WILL BE NEEDED. THE ADVANCE OF THE TIME STENCILS WILL BE NEEDED. THE ADVANCE OF THE TIME STENCILS WILL BE NEEDED. THE OF THE TIME STENCILS WILL BE NEEDED. THE OF THE TIME STENCILS WILL BE NEEDED. THE THE TIME STENCILS WILL BE NEEDED. THE THE TIME STENCILS WILL BE NEEDED. THE TIME STENCILS WILL BE NEEDED. THE TIME STENCILS WILL BE NEEDED. THE STENCILS WILL BE NEEDED. THE STENCILS WILL BE NEEDED. THE WILL BE NEEDED. THE WILL BE NEEDED. THE BE NEEDED. THE BE NEEDED. THE NEEDED. THE NEEDED. THE THE THE CONTRACTOR SHALL RETURN ALL STENCILS IN THE SAME CONDITION THEY WERE RECEIVED OR SHALL RETURN ALL STENCILS IN THE SAME CONDITION THEY WERE RECEIVED OR SHALL RETURN ALL STENCILS IN THE SAME CONDITION THEY WERE RECEIVED OR RETURN ALL STENCILS IN THE SAME CONDITION THEY WERE RECEIVED OR RETURN ALL STENCILS IN THE SAME CONDITION THEY WERE RECEIVED OR ALL STENCILS IN THE SAME CONDITION THEY WERE RECEIVED OR ALL STENCILS IN THE SAME CONDITION THEY WERE RECEIVED OR STENCILS IN THE SAME CONDITION THEY WERE RECEIVED OR STENCILS IN THE SAME CONDITION THEY WERE RECEIVED OR IN THE SAME CONDITION THEY WERE RECEIVED OR IN THE SAME CONDITION THEY WERE RECEIVED OR THE SAME CONDITION THEY WERE RECEIVED OR THE SAME CONDITION THEY WERE RECEIVED OR SAME CONDITION THEY WERE RECEIVED OR SAME CONDITION THEY WERE RECEIVED OR CONDITION THEY WERE RECEIVED OR CONDITION THEY WERE RECEIVED OR THEY WERE RECEIVED OR THEY WERE RECEIVED OR WERE RECEIVED OR WERE RECEIVED OR RECEIVED OR RECEIVED OR OR OR BETTER. 77. TYPE OF MARKERS SHALL BE AS STATED IN SUBSECTION 85-1.02 "TYPE OF MARKERS" OF TYPE OF MARKERS SHALL BE AS STATED IN SUBSECTION 85-1.02 "TYPE OF MARKERS" OF OF MARKERS SHALL BE AS STATED IN SUBSECTION 85-1.02 "TYPE OF MARKERS" OF OF MARKERS SHALL BE AS STATED IN SUBSECTION 85-1.02 "TYPE OF MARKERS" OF MARKERS SHALL BE AS STATED IN SUBSECTION 85-1.02 "TYPE OF MARKERS" OF MARKERS SHALL BE AS STATED IN SUBSECTION 85-1.02 "TYPE OF MARKERS" OF SHALL BE AS STATED IN SUBSECTION 85-1.02 "TYPE OF MARKERS" OF SHALL BE AS STATED IN SUBSECTION 85-1.02 "TYPE OF MARKERS" OF BE AS STATED IN SUBSECTION 85-1.02 "TYPE OF MARKERS" OF BE AS STATED IN SUBSECTION 85-1.02 "TYPE OF MARKERS" OF AS STATED IN SUBSECTION 85-1.02 "TYPE OF MARKERS" OF AS STATED IN SUBSECTION 85-1.02 "TYPE OF MARKERS" OF STATED IN SUBSECTION 85-1.02 "TYPE OF MARKERS" OF STATED IN SUBSECTION 85-1.02 "TYPE OF MARKERS" OF IN SUBSECTION 85-1.02 "TYPE OF MARKERS" OF IN SUBSECTION 85-1.02 "TYPE OF MARKERS" OF SUBSECTION 85-1.02 "TYPE OF MARKERS" OF SUBSECTION 85-1.02 "TYPE OF MARKERS" OF 85-1.02 "TYPE OF MARKERS" OF 85-1.02 "TYPE OF MARKERS" OF "TYPE OF MARKERS" OF "TYPE OF MARKERS" OF OF MARKERS" OF OF MARKERS" OF MARKERS" OF MARKERS" OF OF OF THE STATE STANDARD SPECIFICATIONS AND AS SHOWN ON THE STRIPING PLAN(S). ALL STATE STANDARD SPECIFICATIONS AND AS SHOWN ON THE STRIPING PLAN(S). ALL STATE STANDARD SPECIFICATIONS AND AS SHOWN ON THE STRIPING PLAN(S). ALL STANDARD SPECIFICATIONS AND AS SHOWN ON THE STRIPING PLAN(S). ALL STANDARD SPECIFICATIONS AND AS SHOWN ON THE STRIPING PLAN(S). ALL SPECIFICATIONS AND AS SHOWN ON THE STRIPING PLAN(S). ALL SPECIFICATIONS AND AS SHOWN ON THE STRIPING PLAN(S). ALL AND AS SHOWN ON THE STRIPING PLAN(S). ALL AND AS SHOWN ON THE STRIPING PLAN(S). ALL AS SHOWN ON THE STRIPING PLAN(S). ALL AS SHOWN ON THE STRIPING PLAN(S). ALL SHOWN ON THE STRIPING PLAN(S). ALL SHOWN ON THE STRIPING PLAN(S). ALL ON THE STRIPING PLAN(S). ALL ON THE STRIPING PLAN(S). ALL THE STRIPING PLAN(S). ALL THE STRIPING PLAN(S). ALL STRIPING PLAN(S). ALL STRIPING PLAN(S). ALL PLAN(S). ALL PLAN(S). ALL ALL ALL PAVEMENT MARKERS AND ROAD SIGNS INSTALLED SHALL CONFORM TO THE PROVISIONS IN MARKERS AND ROAD SIGNS INSTALLED SHALL CONFORM TO THE PROVISIONS IN MARKERS AND ROAD SIGNS INSTALLED SHALL CONFORM TO THE PROVISIONS IN AND ROAD SIGNS INSTALLED SHALL CONFORM TO THE PROVISIONS IN AND ROAD SIGNS INSTALLED SHALL CONFORM TO THE PROVISIONS IN ROAD SIGNS INSTALLED SHALL CONFORM TO THE PROVISIONS IN ROAD SIGNS INSTALLED SHALL CONFORM TO THE PROVISIONS IN SIGNS INSTALLED SHALL CONFORM TO THE PROVISIONS IN SIGNS INSTALLED SHALL CONFORM TO THE PROVISIONS IN INSTALLED SHALL CONFORM TO THE PROVISIONS IN INSTALLED SHALL CONFORM TO THE PROVISIONS IN SHALL CONFORM TO THE PROVISIONS IN SHALL CONFORM TO THE PROVISIONS IN CONFORM TO THE PROVISIONS IN CONFORM TO THE PROVISIONS IN TO THE PROVISIONS IN TO THE PROVISIONS IN THE PROVISIONS IN THE PROVISIONS IN PROVISIONS IN PROVISIONS IN IN IN THE LATEST EDITION OF THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES LATEST EDITION OF THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES LATEST EDITION OF THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES EDITION OF THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES EDITION OF THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES OF THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES OF THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES THE CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES CALIFORNIA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES OF UNIFORM TRAFFIC CONTROL DEVICES OF UNIFORM TRAFFIC CONTROL DEVICES UNIFORM TRAFFIC CONTROL DEVICES UNIFORM TRAFFIC CONTROL DEVICES TRAFFIC CONTROL DEVICES TRAFFIC CONTROL DEVICES CONTROL DEVICES CONTROL DEVICES DEVICES DEVICES (MUTCD), SECTION 85 OF THE STATE STANDARD SPECIFICATIONS, STATE STANDARD PLANS, SECTION 85 OF THE STATE STANDARD SPECIFICATIONS, STATE STANDARD PLANS, SECTION 85 OF THE STATE STANDARD SPECIFICATIONS, STATE STANDARD PLANS, 85 OF THE STATE STANDARD SPECIFICATIONS, STATE STANDARD PLANS, 85 OF THE STATE STANDARD SPECIFICATIONS, STATE STANDARD PLANS, OF THE STATE STANDARD SPECIFICATIONS, STATE STANDARD PLANS, OF THE STATE STANDARD SPECIFICATIONS, STATE STANDARD PLANS, THE STATE STANDARD SPECIFICATIONS, STATE STANDARD PLANS, THE STATE STANDARD SPECIFICATIONS, STATE STANDARD PLANS, STATE STANDARD SPECIFICATIONS, STATE STANDARD PLANS, STATE STANDARD SPECIFICATIONS, STATE STANDARD PLANS, STANDARD SPECIFICATIONS, STATE STANDARD PLANS, STANDARD SPECIFICATIONS, STATE STANDARD PLANS, SPECIFICATIONS, STATE STANDARD PLANS, SPECIFICATIONS, STATE STANDARD PLANS, STATE STANDARD PLANS, STATE STANDARD PLANS, STANDARD PLANS, STANDARD PLANS, PLANS, PLANS, PAGES A20-A THROUGH D AND PAGES A73-A THROUGH C ALONG WITH THE CITY OF A20-A THROUGH D AND PAGES A73-A THROUGH C ALONG WITH THE CITY OF A20-A THROUGH D AND PAGES A73-A THROUGH C ALONG WITH THE CITY OF THROUGH D AND PAGES A73-A THROUGH C ALONG WITH THE CITY OF THROUGH D AND PAGES A73-A THROUGH C ALONG WITH THE CITY OF D AND PAGES A73-A THROUGH C ALONG WITH THE CITY OF D AND PAGES A73-A THROUGH C ALONG WITH THE CITY OF AND PAGES A73-A THROUGH C ALONG WITH THE CITY OF AND PAGES A73-A THROUGH C ALONG WITH THE CITY OF PAGES A73-A THROUGH C ALONG WITH THE CITY OF PAGES A73-A THROUGH C ALONG WITH THE CITY OF A73-A THROUGH C ALONG WITH THE CITY OF A73-A THROUGH C ALONG WITH THE CITY OF THROUGH C ALONG WITH THE CITY OF THROUGH C ALONG WITH THE CITY OF C ALONG WITH THE CITY OF C ALONG WITH THE CITY OF ALONG WITH THE CITY OF ALONG WITH THE CITY OF WITH THE CITY OF WITH THE CITY OF THE CITY OF THE CITY OF CITY OF CITY OF OF OF KINGSBURG STANDARD SPECIFICATIONS. 78. STRIPING DETAILS 9, 12, AND 38 STRIPING SHALL BE PROVIDED WITH TYPE "C" (RED-CLEAR STRIPING DETAILS 9, 12, AND 38 STRIPING SHALL BE PROVIDED WITH TYPE "C" (RED-CLEAR DETAILS 9, 12, AND 38 STRIPING SHALL BE PROVIDED WITH TYPE "C" (RED-CLEAR DETAILS 9, 12, AND 38 STRIPING SHALL BE PROVIDED WITH TYPE "C" (RED-CLEAR 9, 12, AND 38 STRIPING SHALL BE PROVIDED WITH TYPE "C" (RED-CLEAR 9, 12, AND 38 STRIPING SHALL BE PROVIDED WITH TYPE "C" (RED-CLEAR 12, AND 38 STRIPING SHALL BE PROVIDED WITH TYPE "C" (RED-CLEAR 12, AND 38 STRIPING SHALL BE PROVIDED WITH TYPE "C" (RED-CLEAR AND 38 STRIPING SHALL BE PROVIDED WITH TYPE "C" (RED-CLEAR AND 38 STRIPING SHALL BE PROVIDED WITH TYPE "C" (RED-CLEAR 38 STRIPING SHALL BE PROVIDED WITH TYPE "C" (RED-CLEAR 38 STRIPING SHALL BE PROVIDED WITH TYPE "C" (RED-CLEAR STRIPING SHALL BE PROVIDED WITH TYPE "C" (RED-CLEAR STRIPING SHALL BE PROVIDED WITH TYPE "C" (RED-CLEAR SHALL BE PROVIDED WITH TYPE "C" (RED-CLEAR SHALL BE PROVIDED WITH TYPE "C" (RED-CLEAR BE PROVIDED WITH TYPE "C" (RED-CLEAR BE PROVIDED WITH TYPE "C" (RED-CLEAR PROVIDED WITH TYPE "C" (RED-CLEAR PROVIDED WITH TYPE "C" (RED-CLEAR WITH TYPE "C" (RED-CLEAR WITH TYPE "C" (RED-CLEAR TYPE "C" (RED-CLEAR TYPE "C" (RED-CLEAR "C" (RED-CLEAR "C" (RED-CLEAR (RED-CLEAR (RED-CLEAR RETROREFLECTIVE) MARKERS. 79. WHERE SIGNS ARE TO BE INSTALLED, METAL STREET LIGHT POLES SHOULD BE USED, IN LIEU WHERE SIGNS ARE TO BE INSTALLED, METAL STREET LIGHT POLES SHOULD BE USED, IN LIEU SIGNS ARE TO BE INSTALLED, METAL STREET LIGHT POLES SHOULD BE USED, IN LIEU SIGNS ARE TO BE INSTALLED, METAL STREET LIGHT POLES SHOULD BE USED, IN LIEU ARE TO BE INSTALLED, METAL STREET LIGHT POLES SHOULD BE USED, IN LIEU ARE TO BE INSTALLED, METAL STREET LIGHT POLES SHOULD BE USED, IN LIEU TO BE INSTALLED, METAL STREET LIGHT POLES SHOULD BE USED, IN LIEU TO BE INSTALLED, METAL STREET LIGHT POLES SHOULD BE USED, IN LIEU BE INSTALLED, METAL STREET LIGHT POLES SHOULD BE USED, IN LIEU BE INSTALLED, METAL STREET LIGHT POLES SHOULD BE USED, IN LIEU INSTALLED, METAL STREET LIGHT POLES SHOULD BE USED, IN LIEU INSTALLED, METAL STREET LIGHT POLES SHOULD BE USED, IN LIEU METAL STREET LIGHT POLES SHOULD BE USED, IN LIEU METAL STREET LIGHT POLES SHOULD BE USED, IN LIEU STREET LIGHT POLES SHOULD BE USED, IN LIEU STREET LIGHT POLES SHOULD BE USED, IN LIEU LIGHT POLES SHOULD BE USED, IN LIEU LIGHT POLES SHOULD BE USED, IN LIEU POLES SHOULD BE USED, IN LIEU POLES SHOULD BE USED, IN LIEU SHOULD BE USED, IN LIEU SHOULD BE USED, IN LIEU BE USED, IN LIEU BE USED, IN LIEU USED, IN LIEU USED, IN LIEU IN LIEU IN LIEU LIEU LIEU OF POSTS, WHEREVER POSSIBLE. WHERE POSTS ARE REQUIRED, SQUARE 2"X2"X12 GAUGE POSTS, WHEREVER POSSIBLE. WHERE POSTS ARE REQUIRED, SQUARE 2"X2"X12 GAUGE POSTS, WHEREVER POSSIBLE. WHERE POSTS ARE REQUIRED, SQUARE 2"X2"X12 GAUGE WHEREVER POSSIBLE. WHERE POSTS ARE REQUIRED, SQUARE 2"X2"X12 GAUGE WHEREVER POSSIBLE. WHERE POSTS ARE REQUIRED, SQUARE 2"X2"X12 GAUGE POSSIBLE. WHERE POSTS ARE REQUIRED, SQUARE 2"X2"X12 GAUGE POSSIBLE. WHERE POSTS ARE REQUIRED, SQUARE 2"X2"X12 GAUGE WHERE POSTS ARE REQUIRED, SQUARE 2"X2"X12 GAUGE WHERE POSTS ARE REQUIRED, SQUARE 2"X2"X12 GAUGE POSTS ARE REQUIRED, SQUARE 2"X2"X12 GAUGE POSTS ARE REQUIRED, SQUARE 2"X2"X12 GAUGE ARE REQUIRED, SQUARE 2"X2"X12 GAUGE ARE REQUIRED, SQUARE 2"X2"X12 GAUGE REQUIRED, SQUARE 2"X2"X12 GAUGE REQUIRED, SQUARE 2"X2"X12 GAUGE SQUARE 2"X2"X12 GAUGE SQUARE 2"X2"X12 GAUGE 2"X2"X12 GAUGE 2"X2"X12 GAUGE GAUGE GAUGE GALVANIZED POSTS SHALL BE USED. SIGNS SHOULD BE INSTALLED AT A HEIGHT OF TEN (10) POSTS SHALL BE USED. SIGNS SHOULD BE INSTALLED AT A HEIGHT OF TEN (10) POSTS SHALL BE USED. SIGNS SHOULD BE INSTALLED AT A HEIGHT OF TEN (10) SHALL BE USED. SIGNS SHOULD BE INSTALLED AT A HEIGHT OF TEN (10) SHALL BE USED. SIGNS SHOULD BE INSTALLED AT A HEIGHT OF TEN (10) BE USED. SIGNS SHOULD BE INSTALLED AT A HEIGHT OF TEN (10) BE USED. SIGNS SHOULD BE INSTALLED AT A HEIGHT OF TEN (10) USED. SIGNS SHOULD BE INSTALLED AT A HEIGHT OF TEN (10) USED. SIGNS SHOULD BE INSTALLED AT A HEIGHT OF TEN (10) SIGNS SHOULD BE INSTALLED AT A HEIGHT OF TEN (10) SIGNS SHOULD BE INSTALLED AT A HEIGHT OF TEN (10) SHOULD BE INSTALLED AT A HEIGHT OF TEN (10) SHOULD BE INSTALLED AT A HEIGHT OF TEN (10) BE INSTALLED AT A HEIGHT OF TEN (10) BE INSTALLED AT A HEIGHT OF TEN (10) INSTALLED AT A HEIGHT OF TEN (10) INSTALLED AT A HEIGHT OF TEN (10) AT A HEIGHT OF TEN (10) AT A HEIGHT OF TEN (10) A HEIGHT OF TEN (10) A HEIGHT OF TEN (10) HEIGHT OF TEN (10) HEIGHT OF TEN (10) OF TEN (10) OF TEN (10) TEN (10) TEN (10) (10) (10) FEET AND SHALL BE A MINIMUM OF SEVEN (7) FEET ABOVE FINISHED GRADE. 80. EXISTING SIGNING, STRIPING, OR LEGENDS DAMAGED OR FADED BY CONSTRUCTION ACTIVITIES EXISTING SIGNING, STRIPING, OR LEGENDS DAMAGED OR FADED BY CONSTRUCTION ACTIVITIES SIGNING, STRIPING, OR LEGENDS DAMAGED OR FADED BY CONSTRUCTION ACTIVITIES SIGNING, STRIPING, OR LEGENDS DAMAGED OR FADED BY CONSTRUCTION ACTIVITIES STRIPING, OR LEGENDS DAMAGED OR FADED BY CONSTRUCTION ACTIVITIES STRIPING, OR LEGENDS DAMAGED OR FADED BY CONSTRUCTION ACTIVITIES OR LEGENDS DAMAGED OR FADED BY CONSTRUCTION ACTIVITIES OR LEGENDS DAMAGED OR FADED BY CONSTRUCTION ACTIVITIES LEGENDS DAMAGED OR FADED BY CONSTRUCTION ACTIVITIES LEGENDS DAMAGED OR FADED BY CONSTRUCTION ACTIVITIES DAMAGED OR FADED BY CONSTRUCTION ACTIVITIES DAMAGED OR FADED BY CONSTRUCTION ACTIVITIES OR FADED BY CONSTRUCTION ACTIVITIES OR FADED BY CONSTRUCTION ACTIVITIES FADED BY CONSTRUCTION ACTIVITIES FADED BY CONSTRUCTION ACTIVITIES BY CONSTRUCTION ACTIVITIES BY CONSTRUCTION ACTIVITIES CONSTRUCTION ACTIVITIES CONSTRUCTION ACTIVITIES ACTIVITIES ACTIVITIES SHALL BE REPLACED AS DIRECTED BY THE CITY ENGINEER. 81. ALL EXISTING SIGNS AND STRIPING FOUND TO BE IN CONFLICT WITH THIS PLAN, WHETHER ALL EXISTING SIGNS AND STRIPING FOUND TO BE IN CONFLICT WITH THIS PLAN, WHETHER EXISTING SIGNS AND STRIPING FOUND TO BE IN CONFLICT WITH THIS PLAN, WHETHER EXISTING SIGNS AND STRIPING FOUND TO BE IN CONFLICT WITH THIS PLAN, WHETHER SIGNS AND STRIPING FOUND TO BE IN CONFLICT WITH THIS PLAN, WHETHER SIGNS AND STRIPING FOUND TO BE IN CONFLICT WITH THIS PLAN, WHETHER AND STRIPING FOUND TO BE IN CONFLICT WITH THIS PLAN, WHETHER AND STRIPING FOUND TO BE IN CONFLICT WITH THIS PLAN, WHETHER STRIPING FOUND TO BE IN CONFLICT WITH THIS PLAN, WHETHER STRIPING FOUND TO BE IN CONFLICT WITH THIS PLAN, WHETHER FOUND TO BE IN CONFLICT WITH THIS PLAN, WHETHER FOUND TO BE IN CONFLICT WITH THIS PLAN, WHETHER TO BE IN CONFLICT WITH THIS PLAN, WHETHER TO BE IN CONFLICT WITH THIS PLAN, WHETHER BE IN CONFLICT WITH THIS PLAN, WHETHER BE IN CONFLICT WITH THIS PLAN, WHETHER IN CONFLICT WITH THIS PLAN, WHETHER IN CONFLICT WITH THIS PLAN, WHETHER CONFLICT WITH THIS PLAN, WHETHER CONFLICT WITH THIS PLAN, WHETHER WITH THIS PLAN, WHETHER WITH THIS PLAN, WHETHER THIS PLAN, WHETHER THIS PLAN, WHETHER PLAN, WHETHER PLAN, WHETHER WHETHER WHETHER SPECIFICALLY IDENTIFIED ON THE PLANS AND PROJECT SPECIFICATIONS; OR NOT, SHALL BE IDENTIFIED ON THE PLANS AND PROJECT SPECIFICATIONS; OR NOT, SHALL BE IDENTIFIED ON THE PLANS AND PROJECT SPECIFICATIONS; OR NOT, SHALL BE ON THE PLANS AND PROJECT SPECIFICATIONS; OR NOT, SHALL BE ON THE PLANS AND PROJECT SPECIFICATIONS; OR NOT, SHALL BE THE PLANS AND PROJECT SPECIFICATIONS; OR NOT, SHALL BE THE PLANS AND PROJECT SPECIFICATIONS; OR NOT, SHALL BE PLANS AND PROJECT SPECIFICATIONS; OR NOT, SHALL BE PLANS AND PROJECT SPECIFICATIONS; OR NOT, SHALL BE AND PROJECT SPECIFICATIONS; OR NOT, SHALL BE AND PROJECT SPECIFICATIONS; OR NOT, SHALL BE PROJECT SPECIFICATIONS; OR NOT, SHALL BE PROJECT SPECIFICATIONS; OR NOT, SHALL BE SPECIFICATIONS; OR NOT, SHALL BE SPECIFICATIONS; OR NOT, SHALL BE OR NOT, SHALL BE OR NOT, SHALL BE NOT, SHALL BE NOT, SHALL BE SHALL BE SHALL BE BE BE CONSIDERED AS PART OF THE REQUIRED WORK TO BE PERFORMED. 82. INSTALL "BLUE DOT" PAVEMENT MARKERS IN THE STREET PAVEMENT AT ALL FIRE HYDRANT INSTALL "BLUE DOT" PAVEMENT MARKERS IN THE STREET PAVEMENT AT ALL FIRE HYDRANT "BLUE DOT" PAVEMENT MARKERS IN THE STREET PAVEMENT AT ALL FIRE HYDRANT "BLUE DOT" PAVEMENT MARKERS IN THE STREET PAVEMENT AT ALL FIRE HYDRANT DOT" PAVEMENT MARKERS IN THE STREET PAVEMENT AT ALL FIRE HYDRANT DOT" PAVEMENT MARKERS IN THE STREET PAVEMENT AT ALL FIRE HYDRANT PAVEMENT MARKERS IN THE STREET PAVEMENT AT ALL FIRE HYDRANT PAVEMENT MARKERS IN THE STREET PAVEMENT AT ALL FIRE HYDRANT MARKERS IN THE STREET PAVEMENT AT ALL FIRE HYDRANT MARKERS IN THE STREET PAVEMENT AT ALL FIRE HYDRANT IN THE STREET PAVEMENT AT ALL FIRE HYDRANT IN THE STREET PAVEMENT AT ALL FIRE HYDRANT THE STREET PAVEMENT AT ALL FIRE HYDRANT THE STREET PAVEMENT AT ALL FIRE HYDRANT STREET PAVEMENT AT ALL FIRE HYDRANT STREET PAVEMENT AT ALL FIRE HYDRANT PAVEMENT AT ALL FIRE HYDRANT PAVEMENT AT ALL FIRE HYDRANT AT ALL FIRE HYDRANT AT ALL FIRE HYDRANT ALL FIRE HYDRANT ALL FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT HYDRANT HYDRANT LOCATIONS PER FIRE DEPARTMENT STANDARD 1.4 AND STANDARD DRAWING W-2. CURBS PER FIRE DEPARTMENT STANDARD 1.4 AND STANDARD DRAWING W-2. CURBS PER FIRE DEPARTMENT STANDARD 1.4 AND STANDARD DRAWING W-2. CURBS FIRE DEPARTMENT STANDARD 1.4 AND STANDARD DRAWING W-2. CURBS FIRE DEPARTMENT STANDARD 1.4 AND STANDARD DRAWING W-2. CURBS DEPARTMENT STANDARD 1.4 AND STANDARD DRAWING W-2. CURBS DEPARTMENT STANDARD 1.4 AND STANDARD DRAWING W-2. CURBS STANDARD 1.4 AND STANDARD DRAWING W-2. CURBS STANDARD 1.4 AND STANDARD DRAWING W-2. CURBS 1.4 AND STANDARD DRAWING W-2. CURBS 1.4 AND STANDARD DRAWING W-2. CURBS AND STANDARD DRAWING W-2. CURBS AND STANDARD DRAWING W-2. CURBS STANDARD DRAWING W-2. CURBS STANDARD DRAWING W-2. CURBS DRAWING W-2. CURBS DRAWING W-2. CURBS W-2. CURBS W-2. CURBS CURBS CURBS SHALL BE PAINTED "RED" FOR SEVEN AND ONE-HALF FEET (7.5') ON EITHER SIDE OF THE BE PAINTED "RED" FOR SEVEN AND ONE-HALF FEET (7.5') ON EITHER SIDE OF THE BE PAINTED "RED" FOR SEVEN AND ONE-HALF FEET (7.5') ON EITHER SIDE OF THE PAINTED "RED" FOR SEVEN AND ONE-HALF FEET (7.5') ON EITHER SIDE OF THE PAINTED "RED" FOR SEVEN AND ONE-HALF FEET (7.5') ON EITHER SIDE OF THE "RED" FOR SEVEN AND ONE-HALF FEET (7.5') ON EITHER SIDE OF THE "RED" FOR SEVEN AND ONE-HALF FEET (7.5') ON EITHER SIDE OF THE FOR SEVEN AND ONE-HALF FEET (7.5') ON EITHER SIDE OF THE FOR SEVEN AND ONE-HALF FEET (7.5') ON EITHER SIDE OF THE SEVEN AND ONE-HALF FEET (7.5') ON EITHER SIDE OF THE SEVEN AND ONE-HALF FEET (7.5') ON EITHER SIDE OF THE AND ONE-HALF FEET (7.5') ON EITHER SIDE OF THE AND ONE-HALF FEET (7.5') ON EITHER SIDE OF THE ONE-HALF FEET (7.5') ON EITHER SIDE OF THE ONE-HALF FEET (7.5') ON EITHER SIDE OF THE FEET (7.5') ON EITHER SIDE OF THE FEET (7.5') ON EITHER SIDE OF THE (7.5') ON EITHER SIDE OF THE (7.5') ON EITHER SIDE OF THE ON EITHER SIDE OF THE ON EITHER SIDE OF THE EITHER SIDE OF THE EITHER SIDE OF THE SIDE OF THE SIDE OF THE OF THE OF THE THE THE FIRE HYDRANT (15' IN TOTAL) UNLESS INTERRUPTED BY A DRIVEWAY OR CORNER CURB HYDRANT (15' IN TOTAL) UNLESS INTERRUPTED BY A DRIVEWAY OR CORNER CURB HYDRANT (15' IN TOTAL) UNLESS INTERRUPTED BY A DRIVEWAY OR CORNER CURB (15' IN TOTAL) UNLESS INTERRUPTED BY A DRIVEWAY OR CORNER CURB (15' IN TOTAL) UNLESS INTERRUPTED BY A DRIVEWAY OR CORNER CURB IN TOTAL) UNLESS INTERRUPTED BY A DRIVEWAY OR CORNER CURB IN TOTAL) UNLESS INTERRUPTED BY A DRIVEWAY OR CORNER CURB TOTAL) UNLESS INTERRUPTED BY A DRIVEWAY OR CORNER CURB TOTAL) UNLESS INTERRUPTED BY A DRIVEWAY OR CORNER CURB UNLESS INTERRUPTED BY A DRIVEWAY OR CORNER CURB UNLESS INTERRUPTED BY A DRIVEWAY OR CORNER CURB INTERRUPTED BY A DRIVEWAY OR CORNER CURB INTERRUPTED BY A DRIVEWAY OR CORNER CURB BY A DRIVEWAY OR CORNER CURB BY A DRIVEWAY OR CORNER CURB A DRIVEWAY OR CORNER CURB A DRIVEWAY OR CORNER CURB DRIVEWAY OR CORNER CURB DRIVEWAY OR CORNER CURB OR CORNER CURB OR CORNER CURB CORNER CURB CORNER CURB CURB CURB RETURN. 83. THE CONTRACTOR SHALL CAT-TRACK PROPOSED STRIPING AND SHALL OBTAIN THE CITY'S THE CONTRACTOR SHALL CAT-TRACK PROPOSED STRIPING AND SHALL OBTAIN THE CITY'S CONTRACTOR SHALL CAT-TRACK PROPOSED STRIPING AND SHALL OBTAIN THE CITY'S CONTRACTOR SHALL CAT-TRACK PROPOSED STRIPING AND SHALL OBTAIN THE CITY'S SHALL CAT-TRACK PROPOSED STRIPING AND SHALL OBTAIN THE CITY'S SHALL CAT-TRACK PROPOSED STRIPING AND SHALL OBTAIN THE CITY'S CAT-TRACK PROPOSED STRIPING AND SHALL OBTAIN THE CITY'S CAT-TRACK PROPOSED STRIPING AND SHALL OBTAIN THE CITY'S PROPOSED STRIPING AND SHALL OBTAIN THE CITY'S PROPOSED STRIPING AND SHALL OBTAIN THE CITY'S STRIPING AND SHALL OBTAIN THE CITY'S STRIPING AND SHALL OBTAIN THE CITY'S AND SHALL OBTAIN THE CITY'S AND SHALL OBTAIN THE CITY'S SHALL OBTAIN THE CITY'S SHALL OBTAIN THE CITY'S OBTAIN THE CITY'S OBTAIN THE CITY'S THE CITY'S THE CITY'S CITY'S CITY'S APPROVAL OF THE CAT-TRACKING PRIOR TO APPLYING FINAL STRIPING. LANDSCAPING 84. ALL PLANT MATERIAL SHALL BE APPROVED BY THE CITY'S AUTHORIZED REPRESENTATIVE PRIOR ALL PLANT MATERIAL SHALL BE APPROVED BY THE CITY'S AUTHORIZED REPRESENTATIVE PRIOR PLANT MATERIAL SHALL BE APPROVED BY THE CITY'S AUTHORIZED REPRESENTATIVE PRIOR PLANT MATERIAL SHALL BE APPROVED BY THE CITY'S AUTHORIZED REPRESENTATIVE PRIOR MATERIAL SHALL BE APPROVED BY THE CITY'S AUTHORIZED REPRESENTATIVE PRIOR MATERIAL SHALL BE APPROVED BY THE CITY'S AUTHORIZED REPRESENTATIVE PRIOR SHALL BE APPROVED BY THE CITY'S AUTHORIZED REPRESENTATIVE PRIOR SHALL BE APPROVED BY THE CITY'S AUTHORIZED REPRESENTATIVE PRIOR BE APPROVED BY THE CITY'S AUTHORIZED REPRESENTATIVE PRIOR BE APPROVED BY THE CITY'S AUTHORIZED REPRESENTATIVE PRIOR APPROVED BY THE CITY'S AUTHORIZED REPRESENTATIVE PRIOR APPROVED BY THE CITY'S AUTHORIZED REPRESENTATIVE PRIOR BY THE CITY'S AUTHORIZED REPRESENTATIVE PRIOR BY THE CITY'S AUTHORIZED REPRESENTATIVE PRIOR THE CITY'S AUTHORIZED REPRESENTATIVE PRIOR THE CITY'S AUTHORIZED REPRESENTATIVE PRIOR CITY'S AUTHORIZED REPRESENTATIVE PRIOR CITY'S AUTHORIZED REPRESENTATIVE PRIOR AUTHORIZED REPRESENTATIVE PRIOR AUTHORIZED REPRESENTATIVE PRIOR REPRESENTATIVE PRIOR REPRESENTATIVE PRIOR PRIOR PRIOR TO INSTALLATION. PRIOR TO ANY PLANTING, A SOILS ANALYSIS SHALL BE PREPARED BY A INSTALLATION. PRIOR TO ANY PLANTING, A SOILS ANALYSIS SHALL BE PREPARED BY A INSTALLATION. PRIOR TO ANY PLANTING, A SOILS ANALYSIS SHALL BE PREPARED BY A PRIOR TO ANY PLANTING, A SOILS ANALYSIS SHALL BE PREPARED BY A PRIOR TO ANY PLANTING, A SOILS ANALYSIS SHALL BE PREPARED BY A TO ANY PLANTING, A SOILS ANALYSIS SHALL BE PREPARED BY A TO ANY PLANTING, A SOILS ANALYSIS SHALL BE PREPARED BY A ANY PLANTING, A SOILS ANALYSIS SHALL BE PREPARED BY A ANY PLANTING, A SOILS ANALYSIS SHALL BE PREPARED BY A PLANTING, A SOILS ANALYSIS SHALL BE PREPARED BY A PLANTING, A SOILS ANALYSIS SHALL BE PREPARED BY A A SOILS ANALYSIS SHALL BE PREPARED BY A A SOILS ANALYSIS SHALL BE PREPARED BY A SOILS ANALYSIS SHALL BE PREPARED BY A SOILS ANALYSIS SHALL BE PREPARED BY A ANALYSIS SHALL BE PREPARED BY A ANALYSIS SHALL BE PREPARED BY A SHALL BE PREPARED BY A SHALL BE PREPARED BY A BE PREPARED BY A BE PREPARED BY A PREPARED BY A PREPARED BY A BY A BY A A A CERTIFIED SOILS TESTING LAB AND SUBMITTED TO THE CITY'S PUBLIC UTILITIES DEPARTMENT SOILS TESTING LAB AND SUBMITTED TO THE CITY'S PUBLIC UTILITIES DEPARTMENT SOILS TESTING LAB AND SUBMITTED TO THE CITY'S PUBLIC UTILITIES DEPARTMENT TESTING LAB AND SUBMITTED TO THE CITY'S PUBLIC UTILITIES DEPARTMENT TESTING LAB AND SUBMITTED TO THE CITY'S PUBLIC UTILITIES DEPARTMENT LAB AND SUBMITTED TO THE CITY'S PUBLIC UTILITIES DEPARTMENT LAB AND SUBMITTED TO THE CITY'S PUBLIC UTILITIES DEPARTMENT AND SUBMITTED TO THE CITY'S PUBLIC UTILITIES DEPARTMENT AND SUBMITTED TO THE CITY'S PUBLIC UTILITIES DEPARTMENT SUBMITTED TO THE CITY'S PUBLIC UTILITIES DEPARTMENT SUBMITTED TO THE CITY'S PUBLIC UTILITIES DEPARTMENT TO THE CITY'S PUBLIC UTILITIES DEPARTMENT TO THE CITY'S PUBLIC UTILITIES DEPARTMENT THE CITY'S PUBLIC UTILITIES DEPARTMENT THE CITY'S PUBLIC UTILITIES DEPARTMENT CITY'S PUBLIC UTILITIES DEPARTMENT CITY'S PUBLIC UTILITIES DEPARTMENT PUBLIC UTILITIES DEPARTMENT PUBLIC UTILITIES DEPARTMENT UTILITIES DEPARTMENT UTILITIES DEPARTMENT DEPARTMENT DEPARTMENT PARKS MANAGER. THE SOILS REPORT SHALL INCLUDE A CHEMICAL AND PERCENT ORGANICS MANAGER. THE SOILS REPORT SHALL INCLUDE A CHEMICAL AND PERCENT ORGANICS MANAGER. THE SOILS REPORT SHALL INCLUDE A CHEMICAL AND PERCENT ORGANICS THE SOILS REPORT SHALL INCLUDE A CHEMICAL AND PERCENT ORGANICS THE SOILS REPORT SHALL INCLUDE A CHEMICAL AND PERCENT ORGANICS SOILS REPORT SHALL INCLUDE A CHEMICAL AND PERCENT ORGANICS SOILS REPORT SHALL INCLUDE A CHEMICAL AND PERCENT ORGANICS REPORT SHALL INCLUDE A CHEMICAL AND PERCENT ORGANICS REPORT SHALL INCLUDE A CHEMICAL AND PERCENT ORGANICS SHALL INCLUDE A CHEMICAL AND PERCENT ORGANICS SHALL INCLUDE A CHEMICAL AND PERCENT ORGANICS INCLUDE A CHEMICAL AND PERCENT ORGANICS INCLUDE A CHEMICAL AND PERCENT ORGANICS A CHEMICAL AND PERCENT ORGANICS A CHEMICAL AND PERCENT ORGANICS CHEMICAL AND PERCENT ORGANICS CHEMICAL AND PERCENT ORGANICS AND PERCENT ORGANICS AND PERCENT ORGANICS PERCENT ORGANICS PERCENT ORGANICS ORGANICS ORGANICS ANALYSIS. 85. NO PLANTING SHALL BE DONE UNTIL INSTALLATION OF THE IRRIGATION SYSTEM IS COMPLETED, NO PLANTING SHALL BE DONE UNTIL INSTALLATION OF THE IRRIGATION SYSTEM IS COMPLETED, PLANTING SHALL BE DONE UNTIL INSTALLATION OF THE IRRIGATION SYSTEM IS COMPLETED, PLANTING SHALL BE DONE UNTIL INSTALLATION OF THE IRRIGATION SYSTEM IS COMPLETED, SHALL BE DONE UNTIL INSTALLATION OF THE IRRIGATION SYSTEM IS COMPLETED, SHALL BE DONE UNTIL INSTALLATION OF THE IRRIGATION SYSTEM IS COMPLETED, BE DONE UNTIL INSTALLATION OF THE IRRIGATION SYSTEM IS COMPLETED, BE DONE UNTIL INSTALLATION OF THE IRRIGATION SYSTEM IS COMPLETED, DONE UNTIL INSTALLATION OF THE IRRIGATION SYSTEM IS COMPLETED, DONE UNTIL INSTALLATION OF THE IRRIGATION SYSTEM IS COMPLETED, UNTIL INSTALLATION OF THE IRRIGATION SYSTEM IS COMPLETED, UNTIL INSTALLATION OF THE IRRIGATION SYSTEM IS COMPLETED, INSTALLATION OF THE IRRIGATION SYSTEM IS COMPLETED, INSTALLATION OF THE IRRIGATION SYSTEM IS COMPLETED, OF THE IRRIGATION SYSTEM IS COMPLETED, OF THE IRRIGATION SYSTEM IS COMPLETED, THE IRRIGATION SYSTEM IS COMPLETED, THE IRRIGATION SYSTEM IS COMPLETED, IRRIGATION SYSTEM IS COMPLETED, IRRIGATION SYSTEM IS COMPLETED, SYSTEM IS COMPLETED, SYSTEM IS COMPLETED, IS COMPLETED, IS COMPLETED, COMPLETED, COMPLETED, FINAL GRADES HAVE BEEN ESTABLISHED, PLANTING AREAS HAVE BEEN PROPERLY GRADED AND GRADES HAVE BEEN ESTABLISHED, PLANTING AREAS HAVE BEEN PROPERLY GRADED AND GRADES HAVE BEEN ESTABLISHED, PLANTING AREAS HAVE BEEN PROPERLY GRADED AND HAVE BEEN ESTABLISHED, PLANTING AREAS HAVE BEEN PROPERLY GRADED AND HAVE BEEN ESTABLISHED, PLANTING AREAS HAVE BEEN PROPERLY GRADED AND BEEN ESTABLISHED, PLANTING AREAS HAVE BEEN PROPERLY GRADED AND BEEN ESTABLISHED, PLANTING AREAS HAVE BEEN PROPERLY GRADED AND ESTABLISHED, PLANTING AREAS HAVE BEEN PROPERLY GRADED AND ESTABLISHED, PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PLANTING AREAS HAVE BEEN PROPERLY GRADED AND PLANTING AREAS HAVE BEEN PROPERLY GRADED AND AREAS HAVE BEEN PROPERLY GRADED AND AREAS HAVE BEEN PROPERLY GRADED AND HAVE BEEN PROPERLY GRADED AND HAVE BEEN PROPERLY GRADED AND BEEN PROPERLY GRADED AND BEEN PROPERLY GRADED AND PROPERLY GRADED AND PROPERLY GRADED AND GRADED AND GRADED AND AND AND SOIL PREPARED, AND THE WORK APPROVED BY THE CITY OF KINGSBURG. 86. THE CONTRACTOR SHALL NOTIFY THE CITY'S AUTHORIZED REPRESENTATIVE ONE WEEK PRIOR THE CONTRACTOR SHALL NOTIFY THE CITY'S AUTHORIZED REPRESENTATIVE ONE WEEK PRIOR CONTRACTOR SHALL NOTIFY THE CITY'S AUTHORIZED REPRESENTATIVE ONE WEEK PRIOR CONTRACTOR SHALL NOTIFY THE CITY'S AUTHORIZED REPRESENTATIVE ONE WEEK PRIOR SHALL NOTIFY THE CITY'S AUTHORIZED REPRESENTATIVE ONE WEEK PRIOR SHALL NOTIFY THE CITY'S AUTHORIZED REPRESENTATIVE ONE WEEK PRIOR NOTIFY THE CITY'S AUTHORIZED REPRESENTATIVE ONE WEEK PRIOR NOTIFY THE CITY'S AUTHORIZED REPRESENTATIVE ONE WEEK PRIOR THE CITY'S AUTHORIZED REPRESENTATIVE ONE WEEK PRIOR THE CITY'S AUTHORIZED REPRESENTATIVE ONE WEEK PRIOR CITY'S AUTHORIZED REPRESENTATIVE ONE WEEK PRIOR CITY'S AUTHORIZED REPRESENTATIVE ONE WEEK PRIOR AUTHORIZED REPRESENTATIVE ONE WEEK PRIOR AUTHORIZED REPRESENTATIVE ONE WEEK PRIOR REPRESENTATIVE ONE WEEK PRIOR REPRESENTATIVE ONE WEEK PRIOR ONE WEEK PRIOR ONE WEEK PRIOR WEEK PRIOR WEEK PRIOR PRIOR PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT OBSERVATION SCHEDULES. 87. THE CONTRACTOR SHALL TAKE NOTE OF EXISTING UNDERGROUND UTILITIES IN CONFLICT AND THE CONTRACTOR SHALL TAKE NOTE OF EXISTING UNDERGROUND UTILITIES IN CONFLICT AND CONTRACTOR SHALL TAKE NOTE OF EXISTING UNDERGROUND UTILITIES IN CONFLICT AND CONTRACTOR SHALL TAKE NOTE OF EXISTING UNDERGROUND UTILITIES IN CONFLICT AND SHALL TAKE NOTE OF EXISTING UNDERGROUND UTILITIES IN CONFLICT AND SHALL TAKE NOTE OF EXISTING UNDERGROUND UTILITIES IN CONFLICT AND TAKE NOTE OF EXISTING UNDERGROUND UTILITIES IN CONFLICT AND TAKE NOTE OF EXISTING UNDERGROUND UTILITIES IN CONFLICT AND NOTE OF EXISTING UNDERGROUND UTILITIES IN CONFLICT AND NOTE OF EXISTING UNDERGROUND UTILITIES IN CONFLICT AND OF EXISTING UNDERGROUND UTILITIES IN CONFLICT AND OF EXISTING UNDERGROUND UTILITIES IN CONFLICT AND EXISTING UNDERGROUND UTILITIES IN CONFLICT AND EXISTING UNDERGROUND UTILITIES IN CONFLICT AND UNDERGROUND UTILITIES IN CONFLICT AND UNDERGROUND UTILITIES IN CONFLICT AND UTILITIES IN CONFLICT AND UTILITIES IN CONFLICT AND IN CONFLICT AND IN CONFLICT AND CONFLICT AND CONFLICT AND AND AND SHALL TAKE ALL PRECAUTIONS NECESSARY DURING TREE PLANTING OPERATIONS SO AS NOT TAKE ALL PRECAUTIONS NECESSARY DURING TREE PLANTING OPERATIONS SO AS NOT TAKE ALL PRECAUTIONS NECESSARY DURING TREE PLANTING OPERATIONS SO AS NOT ALL PRECAUTIONS NECESSARY DURING TREE PLANTING OPERATIONS SO AS NOT ALL PRECAUTIONS NECESSARY DURING TREE PLANTING OPERATIONS SO AS NOT PRECAUTIONS NECESSARY DURING TREE PLANTING OPERATIONS SO AS NOT PRECAUTIONS NECESSARY DURING TREE PLANTING OPERATIONS SO AS NOT NECESSARY DURING TREE PLANTING OPERATIONS SO AS NOT NECESSARY DURING TREE PLANTING OPERATIONS SO AS NOT DURING TREE PLANTING OPERATIONS SO AS NOT DURING TREE PLANTING OPERATIONS SO AS NOT TREE PLANTING OPERATIONS SO AS NOT TREE PLANTING OPERATIONS SO AS NOT PLANTING OPERATIONS SO AS NOT PLANTING OPERATIONS SO AS NOT OPERATIONS SO AS NOT OPERATIONS SO AS NOT SO AS NOT SO AS NOT AS NOT AS NOT NOT NOT TO DAMAGE SAID UTILITIES. COORDINATE UNDERGROUND UTILITY INSPECTION PRIOR TO TREE DAMAGE SAID UTILITIES. COORDINATE UNDERGROUND UTILITY INSPECTION PRIOR TO TREE DAMAGE SAID UTILITIES. COORDINATE UNDERGROUND UTILITY INSPECTION PRIOR TO TREE SAID UTILITIES. COORDINATE UNDERGROUND UTILITY INSPECTION PRIOR TO TREE SAID UTILITIES. COORDINATE UNDERGROUND UTILITY INSPECTION PRIOR TO TREE UTILITIES. COORDINATE UNDERGROUND UTILITY INSPECTION PRIOR TO TREE UTILITIES. COORDINATE UNDERGROUND UTILITY INSPECTION PRIOR TO TREE COORDINATE UNDERGROUND UTILITY INSPECTION PRIOR TO TREE COORDINATE UNDERGROUND UTILITY INSPECTION PRIOR TO TREE UNDERGROUND UTILITY INSPECTION PRIOR TO TREE UNDERGROUND UTILITY INSPECTION PRIOR TO TREE UTILITY INSPECTION PRIOR TO TREE UTILITY INSPECTION PRIOR TO TREE INSPECTION PRIOR TO TREE INSPECTION PRIOR TO TREE PRIOR TO TREE PRIOR TO TREE TO TREE TO TREE TREE TREE PLANTING. 88. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUB-CONTRACTORS THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUB-CONTRACTORS CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUB-CONTRACTORS CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUB-CONTRACTORS BE RESPONSIBLE FOR ANY COORDINATION WITH SUB-CONTRACTORS BE RESPONSIBLE FOR ANY COORDINATION WITH SUB-CONTRACTORS RESPONSIBLE FOR ANY COORDINATION WITH SUB-CONTRACTORS RESPONSIBLE FOR ANY COORDINATION WITH SUB-CONTRACTORS FOR ANY COORDINATION WITH SUB-CONTRACTORS FOR ANY COORDINATION WITH SUB-CONTRACTORS ANY COORDINATION WITH SUB-CONTRACTORS ANY COORDINATION WITH SUB-CONTRACTORS COORDINATION WITH SUB-CONTRACTORS COORDINATION WITH SUB-CONTRACTORS WITH SUB-CONTRACTORS WITH SUB-CONTRACTORS SUB-CONTRACTORS SUB-CONTRACTORS AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS. 89. THE CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT THE CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT WITH CONSTRUCTION AS DESIGNED WHEN IT WITH CONSTRUCTION AS DESIGNED WHEN IT CONSTRUCTION AS DESIGNED WHEN IT CONSTRUCTION AS DESIGNED WHEN IT AS DESIGNED WHEN IT AS DESIGNED WHEN IT DESIGNED WHEN IT DESIGNED WHEN IT WHEN IT WHEN IT IT IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY AND/OR GRADE DIFFERENCES EXIST THAT MAY AND/OR GRADE DIFFERENCES EXIST THAT MAY GRADE DIFFERENCES EXIST THAT MAY GRADE DIFFERENCES EXIST THAT MAY DIFFERENCES EXIST THAT MAY DIFFERENCES EXIST THAT MAY EXIST THAT MAY EXIST THAT MAY THAT MAY THAT MAY MAY MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITION SHALL BE IMMEDIATELY BROUGHT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITION SHALL BE IMMEDIATELY BROUGHT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITION SHALL BE IMMEDIATELY BROUGHT BEEN KNOWN DURING DESIGN. SUCH CONDITION SHALL BE IMMEDIATELY BROUGHT BEEN KNOWN DURING DESIGN. SUCH CONDITION SHALL BE IMMEDIATELY BROUGHT KNOWN DURING DESIGN. SUCH CONDITION SHALL BE IMMEDIATELY BROUGHT KNOWN DURING DESIGN. SUCH CONDITION SHALL BE IMMEDIATELY BROUGHT DURING DESIGN. SUCH CONDITION SHALL BE IMMEDIATELY BROUGHT DURING DESIGN. SUCH CONDITION SHALL BE IMMEDIATELY BROUGHT DESIGN. SUCH CONDITION SHALL BE IMMEDIATELY BROUGHT DESIGN. SUCH CONDITION SHALL BE IMMEDIATELY BROUGHT SUCH CONDITION SHALL BE IMMEDIATELY BROUGHT SUCH CONDITION SHALL BE IMMEDIATELY BROUGHT CONDITION SHALL BE IMMEDIATELY BROUGHT CONDITION SHALL BE IMMEDIATELY BROUGHT SHALL BE IMMEDIATELY BROUGHT SHALL BE IMMEDIATELY BROUGHT BE IMMEDIATELY BROUGHT BE IMMEDIATELY BROUGHT IMMEDIATELY BROUGHT IMMEDIATELY BROUGHT BROUGHT BROUGHT TO THE ATTENTION OF THE CITY. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE ATTENTION OF THE CITY. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE ATTENTION OF THE CITY. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ATTENTION OF THE CITY. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ATTENTION OF THE CITY. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR OF THE CITY. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR OF THE CITY. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE CITY. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE CITY. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR CITY. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR CITY. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR SHALL ASSUME FULL RESPONSIBILITY FOR SHALL ASSUME FULL RESPONSIBILITY FOR ASSUME FULL RESPONSIBILITY FOR ASSUME FULL RESPONSIBILITY FOR FULL RESPONSIBILITY FOR FULL RESPONSIBILITY FOR RESPONSIBILITY FOR RESPONSIBILITY FOR FOR FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. 90. IF CONFLICTS ARISE BETWEEN SIZE OF AREAS AND PLANS, THE CONTRACTOR SHALL CONTACT IF CONFLICTS ARISE BETWEEN SIZE OF AREAS AND PLANS, THE CONTRACTOR SHALL CONTACT CONFLICTS ARISE BETWEEN SIZE OF AREAS AND PLANS, THE CONTRACTOR SHALL CONTACT CONFLICTS ARISE BETWEEN SIZE OF AREAS AND PLANS, THE CONTRACTOR SHALL CONTACT ARISE BETWEEN SIZE OF AREAS AND PLANS, THE CONTRACTOR SHALL CONTACT ARISE BETWEEN SIZE OF AREAS AND PLANS, THE CONTRACTOR SHALL CONTACT BETWEEN SIZE OF AREAS AND PLANS, THE CONTRACTOR SHALL CONTACT BETWEEN SIZE OF AREAS AND PLANS, THE CONTRACTOR SHALL CONTACT SIZE OF AREAS AND PLANS, THE CONTRACTOR SHALL CONTACT SIZE OF AREAS AND PLANS, THE CONTRACTOR SHALL CONTACT OF AREAS AND PLANS, THE CONTRACTOR SHALL CONTACT OF AREAS AND PLANS, THE CONTRACTOR SHALL CONTACT AREAS AND PLANS, THE CONTRACTOR SHALL CONTACT AREAS AND PLANS, THE CONTRACTOR SHALL CONTACT AND PLANS, THE CONTRACTOR SHALL CONTACT AND PLANS, THE CONTRACTOR SHALL CONTACT PLANS, THE CONTRACTOR SHALL CONTACT PLANS, THE CONTRACTOR SHALL CONTACT THE CONTRACTOR SHALL CONTACT THE CONTRACTOR SHALL CONTACT CONTRACTOR SHALL CONTACT CONTRACTOR SHALL CONTACT SHALL CONTACT SHALL CONTACT CONTACT CONTACT THE CITY FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO THE CITY WILL CITY FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO THE CITY WILL CITY FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO THE CITY WILL FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO THE CITY WILL FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO THE CITY WILL RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO THE CITY WILL RESOLUTION. FAILURE TO MAKE SUCH CONFLICTS KNOWN TO THE CITY WILL FAILURE TO MAKE SUCH CONFLICTS KNOWN TO THE CITY WILL FAILURE TO MAKE SUCH CONFLICTS KNOWN TO THE CITY WILL TO MAKE SUCH CONFLICTS KNOWN TO THE CITY WILL TO MAKE SUCH CONFLICTS KNOWN TO THE CITY WILL MAKE SUCH CONFLICTS KNOWN TO THE CITY WILL MAKE SUCH CONFLICTS KNOWN TO THE CITY WILL SUCH CONFLICTS KNOWN TO THE CITY WILL SUCH CONFLICTS KNOWN TO THE CITY WILL CONFLICTS KNOWN TO THE CITY WILL CONFLICTS KNOWN TO THE CITY WILL KNOWN TO THE CITY WILL KNOWN TO THE CITY WILL TO THE CITY WILL TO THE CITY WILL THE CITY WILL THE CITY WILL CITY WILL CITY WILL WILL WILL RESULT IN CONTRACTOR'S LIABILITY TO RELOCATE ANY MATERIALS AS DIRECTED. 91. THE CONTRACTOR SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS FOR PLANTING THE CONTRACTOR SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS FOR PLANTING THE CONTRACTOR SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS FOR PLANTING CONTRACTOR SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS FOR PLANTING CONTRACTOR SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS FOR PLANTING SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS FOR PLANTING SHALL CONFORM TO THE CITY STANDARD SPECIFICATIONS FOR PLANTING CONFORM TO THE CITY STANDARD SPECIFICATIONS FOR PLANTING CONFORM TO THE CITY STANDARD SPECIFICATIONS FOR PLANTING TO THE CITY STANDARD SPECIFICATIONS FOR PLANTING TO THE CITY STANDARD SPECIFICATIONS FOR PLANTING THE CITY STANDARD SPECIFICATIONS FOR PLANTING THE CITY STANDARD SPECIFICATIONS FOR PLANTING CITY STANDARD SPECIFICATIONS FOR PLANTING CITY STANDARD SPECIFICATIONS FOR PLANTING STANDARD SPECIFICATIONS FOR PLANTING STANDARD SPECIFICATIONS FOR PLANTING SPECIFICATIONS FOR PLANTING SPECIFICATIONS FOR PLANTING FOR PLANTING FOR PLANTING PLANTING PLANTING REQUIREMENTS, MATERIALS AND EXECUTION, STAKING METHOD, PLANT PIT DIMENSION AND MATERIALS AND EXECUTION, STAKING METHOD, PLANT PIT DIMENSION AND MATERIALS AND EXECUTION, STAKING METHOD, PLANT PIT DIMENSION AND AND EXECUTION, STAKING METHOD, PLANT PIT DIMENSION AND AND EXECUTION, STAKING METHOD, PLANT PIT DIMENSION AND EXECUTION, STAKING METHOD, PLANT PIT DIMENSION AND EXECUTION, STAKING METHOD, PLANT PIT DIMENSION AND STAKING METHOD, PLANT PIT DIMENSION AND STAKING METHOD, PLANT PIT DIMENSION AND METHOD, PLANT PIT DIMENSION AND METHOD, PLANT PIT DIMENSION AND PLANT PIT DIMENSION AND PLANT PIT DIMENSION AND PIT DIMENSION AND PIT DIMENSION AND DIMENSION AND DIMENSION AND AND AND BACKFILL REQUIREMENTS. 92. ALL GROUND COVER SHALL EXTEND BENEATH TALLER PLANT MATERIAL. ALL GROUND COVER SHALL EXTEND BENEATH TALLER PLANT MATERIAL. 93. PROVIDE ROOT BARRIERS FOR ALL PROPOSED TREES INDICATED ON THE PLANS. PROVIDE ROOT BARRIERS FOR ALL PROPOSED TREES INDICATED ON THE PLANS. 94. ALL TREES SHALL BE PLANTED THREE (3) FEET AWAY FROM THE CENTER OF SWALES. ALL TREES SHALL BE PLANTED THREE (3) FEET AWAY FROM THE CENTER OF SWALES. 95. ALL TREES IN TURF AREAS SHALL RECEIVE ARBOR GUARDS UPON INSTALLATION. REFER TO ALL TREES IN TURF AREAS SHALL RECEIVE ARBOR GUARDS UPON INSTALLATION. REFER TO TREES IN TURF AREAS SHALL RECEIVE ARBOR GUARDS UPON INSTALLATION. REFER TO TREES IN TURF AREAS SHALL RECEIVE ARBOR GUARDS UPON INSTALLATION. REFER TO IN TURF AREAS SHALL RECEIVE ARBOR GUARDS UPON INSTALLATION. REFER TO IN TURF AREAS SHALL RECEIVE ARBOR GUARDS UPON INSTALLATION. REFER TO TURF AREAS SHALL RECEIVE ARBOR GUARDS UPON INSTALLATION. REFER TO TURF AREAS SHALL RECEIVE ARBOR GUARDS UPON INSTALLATION. REFER TO AREAS SHALL RECEIVE ARBOR GUARDS UPON INSTALLATION. REFER TO AREAS SHALL RECEIVE ARBOR GUARDS UPON INSTALLATION. REFER TO SHALL RECEIVE ARBOR GUARDS UPON INSTALLATION. REFER TO SHALL RECEIVE ARBOR GUARDS UPON INSTALLATION. REFER TO RECEIVE ARBOR GUARDS UPON INSTALLATION. REFER TO RECEIVE ARBOR GUARDS UPON INSTALLATION. REFER TO ARBOR GUARDS UPON INSTALLATION. REFER TO ARBOR GUARDS UPON INSTALLATION. REFER TO GUARDS UPON INSTALLATION. REFER TO GUARDS UPON INSTALLATION. REFER TO UPON INSTALLATION. REFER TO UPON INSTALLATION. REFER TO INSTALLATION. REFER TO INSTALLATION. REFER TO REFER TO REFER TO TO TO THE STANDARD SPECIFICATIONS, STANDARD PLANS, AND THE PROJECT PLANS. 96. QUANTITIES ARE LANDSCAPE ESTIMATES ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR QUANTITIES ARE LANDSCAPE ESTIMATES ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARE LANDSCAPE ESTIMATES ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARE LANDSCAPE ESTIMATES ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LANDSCAPE ESTIMATES ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LANDSCAPE ESTIMATES ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTIMATES ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTIMATES ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR SHALL BE RESPONSIBLE FOR SHALL BE RESPONSIBLE FOR BE RESPONSIBLE FOR BE RESPONSIBLE FOR RESPONSIBLE FOR RESPONSIBLE FOR FOR FOR THE INSTALLATION OF ALL MATERIAL APPEARING ON PLAN. IRRIGATION SYSTEM 97. IRRIGATION DRAWINGS ARE DIAGRAMMATIC. THE CONTRACTOR SHALL NOT PLACE IRRIGATION IRRIGATION DRAWINGS ARE DIAGRAMMATIC. THE CONTRACTOR SHALL NOT PLACE IRRIGATION DRAWINGS ARE DIAGRAMMATIC. THE CONTRACTOR SHALL NOT PLACE IRRIGATION DRAWINGS ARE DIAGRAMMATIC. THE CONTRACTOR SHALL NOT PLACE IRRIGATION ARE DIAGRAMMATIC. THE CONTRACTOR SHALL NOT PLACE IRRIGATION ARE DIAGRAMMATIC. THE CONTRACTOR SHALL NOT PLACE IRRIGATION DIAGRAMMATIC. THE CONTRACTOR SHALL NOT PLACE IRRIGATION DIAGRAMMATIC. THE CONTRACTOR SHALL NOT PLACE IRRIGATION THE CONTRACTOR SHALL NOT PLACE IRRIGATION THE CONTRACTOR SHALL NOT PLACE IRRIGATION CONTRACTOR SHALL NOT PLACE IRRIGATION CONTRACTOR SHALL NOT PLACE IRRIGATION SHALL NOT PLACE IRRIGATION SHALL NOT PLACE IRRIGATION NOT PLACE IRRIGATION NOT PLACE IRRIGATION PLACE IRRIGATION PLACE IRRIGATION IRRIGATION IRRIGATION LINES WHERE THEY WILL BE LOCATED UNDERNEATH TREE-ROOT BALLS. 98. CONTROLLERS SHALL BE INSTALLED IN STAINLESS STEEL ENCLOSURES AND SHALL BE CONTROLLERS SHALL BE INSTALLED IN STAINLESS STEEL ENCLOSURES AND SHALL BE SHALL BE INSTALLED IN STAINLESS STEEL ENCLOSURES AND SHALL BE SHALL BE INSTALLED IN STAINLESS STEEL ENCLOSURES AND SHALL BE BE INSTALLED IN STAINLESS STEEL ENCLOSURES AND SHALL BE BE INSTALLED IN STAINLESS STEEL ENCLOSURES AND SHALL BE INSTALLED IN STAINLESS STEEL ENCLOSURES AND SHALL BE INSTALLED IN STAINLESS STEEL ENCLOSURES AND SHALL BE IN STAINLESS STEEL ENCLOSURES AND SHALL BE IN STAINLESS STEEL ENCLOSURES AND SHALL BE STAINLESS STEEL ENCLOSURES AND SHALL BE STAINLESS STEEL ENCLOSURES AND SHALL BE STEEL ENCLOSURES AND SHALL BE STEEL ENCLOSURES AND SHALL BE ENCLOSURES AND SHALL BE ENCLOSURES AND SHALL BE AND SHALL BE AND SHALL BE SHALL BE SHALL BE BE BE EQUIPPED WITH THE CITY OF KINGSBURG SPECIFIED RADIO AND ANTENNAE EQUIPMENT PER WITH THE CITY OF KINGSBURG SPECIFIED RADIO AND ANTENNAE EQUIPMENT PER WITH THE CITY OF KINGSBURG SPECIFIED RADIO AND ANTENNAE EQUIPMENT PER THE CITY OF KINGSBURG SPECIFIED RADIO AND ANTENNAE EQUIPMENT PER THE CITY OF KINGSBURG SPECIFIED RADIO AND ANTENNAE EQUIPMENT PER CITY OF KINGSBURG SPECIFIED RADIO AND ANTENNAE EQUIPMENT PER CITY OF KINGSBURG SPECIFIED RADIO AND ANTENNAE EQUIPMENT PER OF KINGSBURG SPECIFIED RADIO AND ANTENNAE EQUIPMENT PER OF KINGSBURG SPECIFIED RADIO AND ANTENNAE EQUIPMENT PER KINGSBURG SPECIFIED RADIO AND ANTENNAE EQUIPMENT PER KINGSBURG SPECIFIED RADIO AND ANTENNAE EQUIPMENT PER SPECIFIED RADIO AND ANTENNAE EQUIPMENT PER SPECIFIED RADIO AND ANTENNAE EQUIPMENT PER RADIO AND ANTENNAE EQUIPMENT PER RADIO AND ANTENNAE EQUIPMENT PER AND ANTENNAE EQUIPMENT PER AND ANTENNAE EQUIPMENT PER ANTENNAE EQUIPMENT PER ANTENNAE EQUIPMENT PER EQUIPMENT PER EQUIPMENT PER PER PER MANUFACTURER'S SPECIFICATIONS. 99. VALVE WIRE SHALL BE AWG14GA DIRECT BURIAL. VALVE WIRE SHALL BE AWG14GA DIRECT BURIAL. 100. IRRIGATION WIRE SHALL BE UF-AWG14GA DIRECT BURIAL INSTALL AND IN GALVANIZED STEEL IRRIGATION WIRE SHALL BE UF-AWG14GA DIRECT BURIAL INSTALL AND IN GALVANIZED STEEL IRRIGATION WIRE SHALL BE UF-AWG14GA DIRECT BURIAL INSTALL AND IN GALVANIZED STEEL WIRE SHALL BE UF-AWG14GA DIRECT BURIAL INSTALL AND IN GALVANIZED STEEL WIRE SHALL BE UF-AWG14GA DIRECT BURIAL INSTALL AND IN GALVANIZED STEEL SHALL BE UF-AWG14GA DIRECT BURIAL INSTALL AND IN GALVANIZED STEEL SHALL BE UF-AWG14GA DIRECT BURIAL INSTALL AND IN GALVANIZED STEEL BE UF-AWG14GA DIRECT BURIAL INSTALL AND IN GALVANIZED STEEL BE UF-AWG14GA DIRECT BURIAL INSTALL AND IN GALVANIZED STEEL UF-AWG14GA DIRECT BURIAL INSTALL AND IN GALVANIZED STEEL UF-AWG14GA DIRECT BURIAL INSTALL AND IN GALVANIZED STEEL DIRECT BURIAL INSTALL AND IN GALVANIZED STEEL DIRECT BURIAL INSTALL AND IN GALVANIZED STEEL BURIAL INSTALL AND IN GALVANIZED STEEL BURIAL INSTALL AND IN GALVANIZED STEEL INSTALL AND IN GALVANIZED STEEL INSTALL AND IN GALVANIZED STEEL AND IN GALVANIZED STEEL AND IN GALVANIZED STEEL IN GALVANIZED STEEL IN GALVANIZED STEEL GALVANIZED STEEL GALVANIZED STEEL STEEL STEEL SLEEVE UNDER PAVEMENT. 101. ALL DISTURBED SOIL SHALL BE COMPACTED TO A MINIMUM 93% COMPACTION (95% WITHIN ALL DISTURBED SOIL SHALL BE COMPACTED TO A MINIMUM 93% COMPACTION (95% WITHIN ALL DISTURBED SOIL SHALL BE COMPACTED TO A MINIMUM 93% COMPACTION (95% WITHIN DISTURBED SOIL SHALL BE COMPACTED TO A MINIMUM 93% COMPACTION (95% WITHIN DISTURBED SOIL SHALL BE COMPACTED TO A MINIMUM 93% COMPACTION (95% WITHIN SOIL SHALL BE COMPACTED TO A MINIMUM 93% COMPACTION (95% WITHIN SOIL SHALL BE COMPACTED TO A MINIMUM 93% COMPACTION (95% WITHIN SHALL BE COMPACTED TO A MINIMUM 93% COMPACTION (95% WITHIN SHALL BE COMPACTED TO A MINIMUM 93% COMPACTION (95% WITHIN BE COMPACTED TO A MINIMUM 93% COMPACTION (95% WITHIN BE COMPACTED TO A MINIMUM 93% COMPACTION (95% WITHIN COMPACTED TO A MINIMUM 93% COMPACTION (95% WITHIN COMPACTED TO A MINIMUM 93% COMPACTION (95% WITHIN TO A MINIMUM 93% COMPACTION (95% WITHIN TO A MINIMUM 93% COMPACTION (95% WITHIN A MINIMUM 93% COMPACTION (95% WITHIN A MINIMUM 93% COMPACTION (95% WITHIN MINIMUM 93% COMPACTION (95% WITHIN MINIMUM 93% COMPACTION (95% WITHIN 93% COMPACTION (95% WITHIN 93% COMPACTION (95% WITHIN COMPACTION (95% WITHIN COMPACTION (95% WITHIN (95% WITHIN (95% WITHIN WITHIN WITHIN CITY R/W FOR TOP 24") OR AS SPECIFIED ON THE PLANS. COMPACTION TESTS SHALL BE R/W FOR TOP 24") OR AS SPECIFIED ON THE PLANS. COMPACTION TESTS SHALL BE R/W FOR TOP 24") OR AS SPECIFIED ON THE PLANS. COMPACTION TESTS SHALL BE FOR TOP 24") OR AS SPECIFIED ON THE PLANS. COMPACTION TESTS SHALL BE FOR TOP 24") OR AS SPECIFIED ON THE PLANS. COMPACTION TESTS SHALL BE TOP 24") OR AS SPECIFIED ON THE PLANS. COMPACTION TESTS SHALL BE TOP 24") OR AS SPECIFIED ON THE PLANS. COMPACTION TESTS SHALL BE 24") OR AS SPECIFIED ON THE PLANS. COMPACTION TESTS SHALL BE 24") OR AS SPECIFIED ON THE PLANS. COMPACTION TESTS SHALL BE OR AS SPECIFIED ON THE PLANS. COMPACTION TESTS SHALL BE OR AS SPECIFIED ON THE PLANS. COMPACTION TESTS SHALL BE AS SPECIFIED ON THE PLANS. COMPACTION TESTS SHALL BE AS SPECIFIED ON THE PLANS. COMPACTION TESTS SHALL BE SPECIFIED ON THE PLANS. COMPACTION TESTS SHALL BE SPECIFIED ON THE PLANS. COMPACTION TESTS SHALL BE ON THE PLANS. COMPACTION TESTS SHALL BE ON THE PLANS. COMPACTION TESTS SHALL BE THE PLANS. COMPACTION TESTS SHALL BE THE PLANS. COMPACTION TESTS SHALL BE PLANS. COMPACTION TESTS SHALL BE PLANS. COMPACTION TESTS SHALL BE COMPACTION TESTS SHALL BE COMPACTION TESTS SHALL BE TESTS SHALL BE TESTS SHALL BE SHALL BE SHALL BE BE BE MADE AVAILABLE TO FRESNO IRRIGATION DISTRICT'S ENGINEER.