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C-4 UTILITY PLAN-UTILITY
- 1. NEW STRUCTURE NEW STRUCTURE FMFMFMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM 6''WM 6''WM FM 6''WM6''WM6''WM6''WM SS8SS8SS8SS8SS8SS8 WM4WM4WM4WM4WM4WM4WM4WM4WM4WM4WM4WM4WM4WM4 12''wm 12''wm 12''wm 12''wm 12''wm 12''wm 12''wm 12''wm 12''wm 12''wm 12''wm 12''wm 12''wm 12''wm WM4 12''wm 12''wm 12''wm 12''wm 12''wm 12''wm 12''wm 12''wm 12''wm 12''wm 12''wm 12''wm 12''wm 12''wm 12''wm WM4WM4WM4WM4WM4WM4WM4WM4WM4 FMFMFMFM SS8 SS8 SS8 SS8 SS8 SS8 SS8 SS8 SS8 SS8 SS8 SS8 SS8 SS8SS8SS8SS8 SS8 SAN SAN SAN SAN WM INSTALL 12"x6"TAPPING SLEEVE & VALVE PER DETAIL 6, C-7 FITTINGS AS REQUIRED INSTALL RPDA W/ DETECTOR METER PER DETAIL 5, C-7 FIRE LINE INSTALLATION PER DETAIL 11, C-7 INSTALL WATER METER PER DETAIL 2, C-7 SEE MEP FOR CONT. EXISTING 12" WATER MAIN RPDA 6''FL 6''FL 6''FL INSTALL FITTINGS AS REQUIRED INSTALL HYDRANT & GATE VALVE PER DETAIL 11, C-7 FITTING AS REQUIRED INSTALL 12" X 6" TAPPING SLEEVE & VALVE PER DETAIL 6, C-7 FITTINGS AS REQUIRED SEE MEP FOR CONT. INSTALL CLEANOUT. TIE INTO EXISTING LATERAL FITTINGS AS REQUIRED INSTALL CLEANOUT. TIE INTO EXISTING LATERAL FITTINGS AS REQUIRED SEE MEP FOR CONT. LEGEND WATER METER WATER LINE SANITARY SEWER FLOW DIRECTION GATE VALVE SANITARY SEWER LINE SANITARY SEWER CLEAN-OUT NOTE:SYMBOLS IN LEGEND ARE NOT TO SCALE 4"SS 2"WM S FIRE LINE6"FL WM BACKFLOW PREVENTERRPZ NEW ASPHALT PAVEMENT PROJECT LIMITS NEW CONCRETE SAN SANITARY SEWER 20'20' 0 NORTH SCALE 1"=20' BAR IS TWO INCHES ON ORIGINAL DRAWINGS IF NOT TWO INCHES ON THIS SHEET ADJUST SCALES ACCORDINGLY C- UTILITYPLAN 4 NEW CONSTRUCTION NOTES 1. IT IS THE CONTRACTOR'S RESPONSIBILITY DURING CONSTRUCTION OF NEW UTILITIES TO ANTICIPATE AND PLAN FOR CROSSINGS OF NEW AND EXISTING UTILITIES AND SUBSURFACE FEATURES. UTILITY LINES SHALL HAVE PRIORITIES AS FOLLOWS: A. GRAVITY SANITARY SEWER LINES SHALL BE CONSTRUCTED TO GRADES AS INDICATED. B. ANY GRAVITY UTILITY DISCOVERED TO CONFLICT WITH GRADES FOR NEW SANITARY SEWER LINES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER WITH POSSIBLE SOLUTIONS FOR HORIZONTAL AND VERTICAL ADJUSTMENT. C. POTABLE WATER LINES, ELECTRICAL, COMMUNICATION, AND CABLE TV DISTRIBUTIONS WILL REQUIRE RELOCATION AS NECESSARY TO ACCOMMODATE NEW SANITARY SEWER LINES. THE CONTRACTOR SHALL DETERMINE, PRIOR TO INSTALLATION, THE METHOD BY WHICH THESE LINES SHALL BE REROUTED ABOVE OR BELOW NEW SANITARY SEWER LINES. THE CONTRACTOR SHALL REFER TO THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS FOR SEPARATION REQUIREMENTS BETWEEN INDIVIDUAL UTILITY LINES, BOTH HORIZONTALLY AND THE CONTRACTOR SHALL INCLUDE IN THE VERTICALLY, AND SPECIAL TREATMENT REQUIREMENTS. BID PRICE ANY SPECIAL TREATMENT REQUIRED FOR UTILITY INSTALLATION, INCLUDING ADJUSTMENTS OF EXISTING UTILITIES. 2. THE CONTRACTOR SHALL ASSUME ADJUSTMENTS OF EXISTING UTILITIES WILL BE REQUIRED AT ALL UTILITY CROSSINGS SHOWN ON THE DRAWINGS, INCLUDING ALL UTILITIES OF UNKNOWN DEPTH INDICATED IN THE PROFILES. THIS INCLUDES LABOR, EQUIPMENT, AND MATERIALS, INCLUDING FITTINGS AND APPURTENANCES. 3. NEW SLABS SHALL BE GRADED TO POSITIVELY DRAIN WITHOUT ANY STORMWATER PONDING. 4. PROVIDE CONTRACTION JOINTS AT 12' O,C. MAX. JOINT PATTERNS IN PAVEMENTS AND SIDEWALKS SHALL BE GENERALLY SQUARE. AT CURBS PROVIDE FULL DEPTH EXPANSION JOINTS AT 100 FT. O.C. MAX, AND AT LOCATIONS WHERE STRAIGHT CURB RUNS CHAGE DIRECTIONS. AT SIDEWALKS PROVIDE WEAKENED PLANE CONTRACTION JOINTS NOT MORE THAN 5'=0" MAX. AND EXPANSION JOINTS AT 20-FT. O.C. MAX (TOOL ALL EDGES). INSTALL SELF-LEVELING SEALENT AT ALL ISOLATION/ EXPANSION JOINTS. UTILITY PLAN NOTES: 1. ALL WORK MUST CONFORM TO FKAA MINIMUM DESIGN & CONSTRUCTION STANDARDS & SPECIFICAITONS. 2. NO WORK SHALL BE COMPLETED ON ANY PORTION OF THE FKAA WATER MAIN SYSTEM WITHOUT A FKAA REPRESENTATIVE ON-SITE.