Loading...
§ 11.05.010.100 UTILITY DRAWING REQUIREMENTS.
   (A)   The following general notes must be clearly identified:
      (1)   All construction will conform to MPWSS, latest edition, and city modifications to MPWSS;
      (2)   Any existing or new valves which control the city’s water supply shall be operated by city personnel only;
      (3)   The contractor shall notify the Water Department a minimum of 24-hours prior to beginning any work; and
      (4)   Contractor shall field-verify line and grade of existing connections.
   (B)   Plans for water facilities shall show the following:
      (1)   Size, type and structural class of proposed new water line(s), including AWWA specifications;
      (2)   Bedding class;
      (3)   Existing water lines, including size and material;
      (4)   Proposed valves, fittings, fire hydrants and service lines, with stationing;
      (5)   Depth of cover from finish grade to proposed water line(s);
      (6)   Requirements for pipe deflection, if necessary;
      (7)   Type of joint restraint, if required;
      (8)   Plan and profile with other crossing utilities shown to scale in the profile; and
      (9)   Existing or proposed pressure reducing valves.
   (C)   Drawings for sanitary sewer facilities shall show the following:
      (1)   Size, type and structural class of proposed new sewer line(s), including American Society for Testing and Materials (ASTM) specifications;
      (2)   Plan and profile of each proposed pipeline segment with all other crossing utilities shown to scale in the profile;
      (3)   Bedding class;
      (4)   Existing sewer lines and manholes, including size, material, field-verified invert elevations and field-verified slopes;
      (5)   Manholes with stationing and rim and invert elevations and grade of pipe;
      (6)   Existing and proposed sewer service lines with size and stationing; and
      (7)   Existing and proposed cleanouts.
   (D)   Drawings for storm sewer facilities shall show the following:
      (1)   Size, type and structural class of proposed new sewer line(s), including ASTM specifications;
      (2)   Plan and profile of each proposed pipeline segment with all other crossing utilities shown to scale in the profile;
      (3)   Bedding class;
      (4)   Manholes with stationing and rim and invert elevations and grade of pipe;
      (5)   Inlets and inlet service lines with stationing and invert elevations; and
      (6)   Points of stormwater discharge.
(Prior Code, § 11.05.010.100) (Ord. 2019-9, passed 9-3-2019)
§ 11.05.010.110 ROADWAY DRAWING REQUIREMENTS.
   Drawings for streets and roadways shall show the following:
   (A)   Limit of cut or fill;
   (B)   Existing and proposed utilities, including manholes and valves;
   (C)   Plan and profile with all crossing underground utilities shown to scale in the profile;
   (D)   Existing and finished grades, with finished grade slopes;
   (E)   Vertical and horizontal curves, with curve data (minimum):
      (1)   Horizontal curves - PI sta, curve deflection, R, L, PC and PT stationing; and
      (2)   Vertical curves - PI sta and elev, K, L, stations of PTs.
   (F)   Profile of centerline;
   (G)   Profiles of left and right curb lines, if they are not the same;
   (H)   Any required utility adjustments;
   (I)   Existing and proposed signs and pavement markings;
   (J)   Top of curb elevations at PCs, PTs and inlets;
   (K)   Existing and proposed street monuments; and
   (L)   Typical roadway section(s), dimensioned and drawn to scale, showing:
      (1)   Right-of-way;
      (2)   Backslopes;
      (3)   Sidewalks;
      (4)   Curb and gutter;
      (5)   Structural section materials and depth; and
      (6)   Cross-slopes.
(Prior Code, § 11.05.010.110) (Ord. 2019-9, passed 9-3-2019; Ord. 2021-15, passed 12-20-2021)
WATER SYSTEMS
Loading...