(A) Plans shall be on 24-inch by 36-inch sheets.
(B) Symbols shall be per MAG Standards supplemented by AWC or WUCFD details.
(C) Orientation of each plan sheet shall be shown by a north arrow.
(D) A general notes sheet(s) shall contain the Water Construction Notes listed in Article 10-2, Construction Plan Requirements, Apache Junction City Code Vol. II, § 10-2-15.
(E) Plans shall be prepared on vellum, linen or Mylar. Sepias are not permitted.
(F) A cover sheet is required on plans of more than 2 sheets when water plans are not part of the general set.
(G) Each sheet shall be identified by sheet number and project name.
(H) All sheets shall have the State of Arizona engineer’s signed registration seal prior to submittal to the city for approval.
(I) Cover sheet, when part of separate water plans, shall contain:
(1) Project title;
(2) Developer (address, telephone number and contact name);
(3) Engineering firm (address, telephone number and contact name);
(4) Appropriate signature approval blocks and utility review block;
(5) Properly oriented vicinity map;
(6) Properly oriented key map;
(7) Water main construction notes (see Apache Junction City Code Vol. II, § 10-2-15 of this Chapter);
(8) Materials list, and estimated quantities;
(9) Appropriate processing numbers: D.C.O. (subdivision, re-zoning, site plan and the like) quarter section and associated plans tracking numbers;
(10) Legend;
(11) Index of plan sheets; and
(12) Benchmarks used.
(J) The key map is a small map of the project site that provides a system overview and is used to index the plan sheets. The key map shall show the following:
(1) all streets, alleys, easements, tracts and parcels shall be identified;
(2) water mains, fire hydrants, valves and production facilities (tanks, booster and the like); and
(3) index of plan sheets indicated by single line with arrows showing beginning and end of each sheet.
(K) The plan sheets shall show the following to proper scale:
(1) All streets, alleys and easements.
(a) Streets shall be identified by name.
(b) Streets, alleys and easements shall be dimensioned at least once and at all breaks.
(c) Monument line of streets shall be shown.
(2) All abutting lots shall be identified by lot number, tract and subdivision.
(3) Location of all existing utilities, structures, paving and other topographic features affected by construction.
(4) All connections to existing water lines with fittings clearly labeled and method of connection specified.
(5) If applicable, proposed sewer main must be shown. Sewer main shall be shown in a “lighter weight” line to identify it as being informational only and not a part of this plan.
(L) Scale shall be per Article 10-2, Construction Plan Requirements, Apache Junction City Code Vol. II, § 10-2-5(D).
(M) Original plan sheets shall be sufficiently clear to allow legible prints to be half-sized. The size of lettering and symbols shall be 1/8-inch minimum. Shading is not permitted.
(N) Each plan sheet shall show:
(1) Project title;
(2) Sheet number;
(3) North arrow to orient each line;
(4) existing utilities with size and location in ROW;
(5) New construction with valves, fire hydrants, tees, bends, crosses, taps, tapping sleeve and valves and other appurtenances shown;
(6) Match lines to show continuation of lines from sheet to sheet; and
(7) ROW limits shall be shown in plan view.
(O) Valves shall be located at point of curvature of the curb return at intersection and property lines in mid-block.
(P) Location of fire hydrants and valves shall be referenced from the street monument line.
(Q) All fittings shall be identified.
(R) Fire hydrants shall be located in accordance with MAG Standard Detail 362.
(S) Valve boxes shall be Type “C” per MAG Standard Detail 391. Valves shall be resilient seat up to 16-inch.
(T) Meter service connections shall be shown to each lot or parcel. Service may be stationed from street intersection monuments or from individual lot property lines, except on curved streets and in cul-de-sacs, where the connection must be stationed both on the main and from applicable property lines.
(U) Meter service connection locations in other than a residential subdivision must be out of traveled roadway/sidewalk. They may be located in planter area, parking lot island and the like, and should be sufficiently above finish grade to minimize flooding. Meter locations shall be easily accessible from a street or traveled way.
(V) Summary of quantities sheet shall be submitted with the plans. Items shall be listed as follows:
Item | Unit |
Blow off | Each |
Fire hydrants | Each |
Lateral valve | Each |
Main line valves | Each |
Meter box | Each |
Pipe encasement/sleeving | Linear foot |
Tapping sleeve and valve | Each |
Water main | Linear foot |
Water service line | Linear foot |
Each item shall be broken down by size and material. | |
(W) A large development may require the modeling of the development for water volume, pressure and fire flows. The requirement shall be determined by the city engineer. If required, the modeling shall use the WUCFD’s Waterman model titled “AJ Water Model.”
(Ord. passed - - )