Parks and Public Landscaping Advisory Board Agenda and Packet 2017 10 05

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GENERAL NOTES 1. LOCATIONS OF UTILITIES REPRESENT THE BEST-KNOWN LOCATIONS AT THE TIME OF PREPARATION OF DRAWINGS. THE CONTRACTOR SHALL FIELD -LOCATE ALL UTILITIES PRIOR TO COMMENCING WORK. FOR UTILITY LOCATES CONTACT THE UTILITY NOTIFICATION CENTER OF COLORADO AT 811. RELOCATION OF UTILISES MAY OR MAY NOT BE NEEDED AFTER THEY ARE EXPOSED. ACTUAL RELOCATION OF LINES WILL NOT BE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS OTHERWISE SHOWN, BUT THE CONTRACTOR SHALL COOPERATE WITH UTILITY COMPANIES TO COORDINATE THE RELOCATION EFFORT. LINES NOT RELOCATED SHALL BE PROTECTED BY THE CONTRACTOR IN PLACE NO SEPARATE MEASUREMENT AND PAYMENT WALL BE MADE FOR THE FIELD LOCATION (INCLUDING POTHOLING AND SURVEYING TO VERIFY LOCATION AND ELEVATION) PROTECTION, AND REPAIR OF ALL UTILITIES, COORDINATION WITH UTILITY COMPANIES AND ANY MINOR ADJUSTMENT OF STRUCTURES OR PIPES NEEDED IN ORDER TO CLEAR A CONFLICTING UTILITY. CONTACT UTILITY COMPANIES 72 HOURS IN ADVANCE WHEN WORKING ADJACENT TO THE UTILITY. 2, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO TAKE ALL PRECAUTIONS AS NECESSARY TO PROTECT ALL UTILISES DURING CONSTRUCTO, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES RESULTING FROM CONSTRUCTION OPERATIONS. ALL COSTS ASSOCIATED WITH REPAIR OF DAMAGED UTILITIES SHALL BE BORNE SOLELY BY THE CONTRACTOR. 3. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED CONTRACT DOCUMENTS, INCLUDING DRAWINGS, APPLICABLE STANDARDS AND SPECIFICATIONS, AND ONE (1) COPY OF ANY PERMITS AND EXTENSIONS AT THE JOB SITE AT ALL TIMES 4 CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATION. TRENCHING. BACKFILL AND COMPACTION IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. COMPACTION AND MOISTURE TESTING WILL BE PROVIDED BY THE OWNER. IF A COMPACTION OR MOISTURE TEST FAILS TO MEET SAID REQUIREMENTS, THE CONTRACTOR WILL BE REQUIRED TO CORRECT THE WORK AND WILL BE RESPONSIBLE FOR THE COST OF RE -TESTING. 5. THE ENGINEER HAS PROVIDED CONTROL POINTS AND BENCHMARKS FOR THE PROJECT, THE CONTRACTOR SHALL PROTECT SAID CONTROL POINTS AND BENCHMARKS DURING CONSTRUCTION. IF THE CONTROL POINTS OR BENCHMARKS ARE DESTROYED DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF REPLACING THE POINTS. PROJECT CONTROL POINTS ARE SHOWN ON THE PROJECT CONTROL PLAN. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCEPTANCE AND CONTROL OF ALL FLOWS INCLUDING STORM FLOWS, OFF-SITE DRAINAGE FLOWS, AND GROUNDWATER FLOWS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO STRUCTURES, LOSS OF TOPSOIL AND LOSS OF SEED CAUSED BY FLOWS UNTIL THE PROJECT IS ACCEPTED BY THE OWNER. 7, THE CONTRACTOR SHALL BE RESPONSIBLE TO CLEANUP ANY TRASH 0R MUD ON THE SITE OR ADJACENT STREETS AS A RESULT OF CONSTRUCTION. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ALL DISTURBED SURFACES AND RELATED STRUCTURES, INCLUDING BUT NOT LIMITED T0, DRIVEWAYS, CURBS, GUTTERS, WALKS, AND BITUMINOUS PAVEMENTS TO ORIGINAL CONDITIONS (OR BETTER), THE INSPECTING ENGINEER AND THE CONTRACTOR SHALL TOGETHER COORDINATE THE DOCUMENTATION OF EXISSNG GRADES AND OTHER INFORMATION PRIOR TO ALL CONSTRUCTION ACTIVITIES. THE RESTORATION OF ANY DAMAGED SURFACES SHALL BE INCIDENTAL TO THE WORK. UNLESS OTHERWISE NOTED. 9. CONTRACTOR SHALL SUBMIT A PLAN FOR DELIVERY OF MATERIALS, EQUIPMENT, SITE ACCESS, AND STORAGE TO OWNERS PRIOR TO STARTING CONSTRUCTION_ 10. THE CONTRACTOR SHALL REMOVE ALL WASTE MATERIAL, CONCRETE, ASPHALT, SUBGRADE, ETC. FROM THE SITE IN CONFORMANCE WITH ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS. 11. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY OF ANY FIELD CONDITION NOT CONSISTENT WITH CONTRACT DOCUMENTS. 12. CONTRACTOR SHALL OBTAIN ALL APPLICABLE CODES, LICENSES, STANDARDS, SPECIFICATIONS, PERMITS, AND BONDS THAT ARE NECESSARY TO PERFORM THE PROPOSED WORK. 13, ALL TREES SHALL BE PROTECTED UNLESS OTHERWISE NOTED ON PLANS. STORM SEWER NOTES 1. ALL RCP SHALL HAVE RUBBER-GASKETED JOINTS. 2. PIPE QUANTITIES ARE MEASURED FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF MANHOLE, AND INSIDE FACE OF MANHOLE TO INSIDE FACE OF INLET. PAYMENT WILL BE FOR ACTUAL QUANTITY INSTALLED AS MEASURED IN THE FIELD FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF MANHOLE OR INLET. 3. MANHOLE RIM ELEVATIONS ARE APPROXIMATE AND SHALL BE FIELD ADJUSTED TO MATCH EXISTING OR PROPOSED STREET GRADES. 4 TYPE 'R' RIM ELEVATIONS ARE APPROXIMATE AND SHALL BE FIELD ADJUSTED TO MATCH GRADES OF ADJOINING SIDEWALKS, CURB AND GUTTERS CALL UTILITY NOTIFICATION CENTER OF COLORADO 811 BEFOREW OIOSORAOB4OR E%CAVATE FOR THE MARKING OF UNDERGROUND MEMBER UMITIES. PROGRESS SET NoTTo BE usEO FOB OONeTROCTION July 14, 2017 DATE PRIN TED OLSSON ASSOCIATES LIST OF ABBREVIATIONS LEGEND INVERT EXISTING FEATURE PROPOSED — — —5515— — — MAJOR CONTOUR —5515 TYP MINOR CONTOUR 5513 0111111110 SHRUBS TOP OF PIPE 0 DECIDUOUS TREE DIP } CONIFEROUS TREE POLYVINYL CHLORIDE CMP CHANNEL BOTTOM RCBC REINFORCED CONCRETE BOX CULVERT RIPRAP 41:7411. A 1 CONCRETE A100 CONTROL POINT BASELINE 14„90 PROPERTY LINE .,$,_ ELEVATION POINT ® FLARED END SECTION O SANITARY SEWER MH STORM SEWER o O W000 FENCE LIST OF ABBREVIATIONS INV INVERT EX EXISTING RCP REINFORCED CONCRETE PIPE MEV ELEVATION TYP TYPICAL STA STATION T.O.P. TOP OF PIPE LF LINEAR FEET DIP DUCTILE IRON PIPE PVC POLYVINYL CHLORIDE CMP CORRUGATED METAL PIPE RCBC REINFORCED CONCRETE BOX CULVERT VCP VITRIFIED CLAY PIPE REV NO DATE RENSIONS DESCRIPTION REVISIONS O\OLSSON 4690 Table Mountain 0/iv8 Suite 200 Golden, CO 80403 TEL 303.237.2072 ASSOCIATES FAX 303.237.2659 42MS drachecwn by: u p9)49D T o1,5 5 CITY OF LOUISVILLE E Uri) [If L nIJ 5vLI C �I W SPRUCE STREET CUL-DE-SAC IMPROVEMENTS GENERAL NOTES AND LEGEND G2 SHEET 2 of 9 8