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Ramsey Town Center 6tn Addition <br />Construction Plans -DR Horton, Phase 2 Final Plat <br />May 31, 2005 <br />July 06, 2005 <br />Sheet Specific Comments May 31, 2005 <br />July 6, 2005 Comments <br />Sheet <br />All <br />10 <br />11 <br />13 <br />15 <br />Comment <br />Street names must be changed from Horton * to match Anoka County Street <br />Name Grid. Complete sets of revised plans shall be provided to the city. <br />Update Typical Townhouse Service detail to match city standard with riser in <br />Water Service valve box. Add note: Provide conductivity to end of 2" service <br />for future locating purposes. <br />Use city standard detail for Sanitary Sewer Services ion. <br />Update hydrant detail to latest revision. <br />The minimum radius for residential streets ise the Curb Radius <br />detail. <br />Replace Pedestrian ramp with City4tan ,rd . tail. <br />Pedestrian Curb Ramp Warning Strom . ' st reference <br />for truncated domes. <br />Townhome Watermain Riser pipe shall be 4" Cl 53 DIF1/4mAvi <br />200 psi. <br />16 Pedestrian ramp detectable warning shall be truncated domes. Curb ramps at <br />145th Place and Rhinestone must have truncated do <br />17 Pavement detail Inset A shall be revised. Maximum single lift of pavement is <br />2". 3" lift shal placed with 2 thinner lifts. <br />23, 30, Revise spot elevati at intersections with adjacent public streets to reduce <br />31, 32, grade change between development and public streets. Maximum slope on <br />33,42, aprons to public streets is 3% et profiles and intersection details do not <br />43 show the same slopes. — t <br />23, 24, Curb cuts and rip -rap swales m t be replaced with catch basins and flared end <br />25 sections. <br />4" draintile appears to havel" soil cover, lack of cover defeats benefits of <br />infiltration basin. <br />26 Note 23 Revise to read "Sweeping required daily during active construction <br />and as required by City." <br />27 Revise note on sweeping to match page 26. <br />28 Specify location of Culvert Stand Pipe Protection or remove detail <br />30 Provide insulation at 21 " Storm sewer crossings per City Detail <br />31 Vertical curves must be minimum 20 times the algebraic difference between <br />tangents. Provide vertical curve on Quartz Way at Station 4+25. Labels <br />overlap and must be separated <br />32 Extra depth watermain must be per City Detail <br />33 Vertical curves must be minimum 20 times the algebraic difference between <br />andard <br />e tested at <br />