PLAN SUBMITTAL REQUIREMENTS FOR DONATED PROJECTS
CHECKLIST
I. COVER SHEET:
A. General Information:
1) Entire project boundary, connecting streets and surrounding property owners,
deed book, page number and tax code information
2) Drainage features through the project
3) CMUD Donated Projects General Notes
4) CDOT Note if applicable
5) Typical Street Cross Sections including proposed water main locations
6) Vicinity Map clearly showing project location and existing road systems
7) Sheet Index: Trunk lines designated by manhole numbers each sheet not
station numbers, remaining sheets indicated by street names
8) Street names and lot numbers
9) North Arrow, Bench Mark (location and elevation) and Survey Datum Basis
10) Duke Power, Railroad and Gas right-of-ways and widths
B. Sanitary Sewer Information:
1) Existing sewer lines and right-of-ways (not shaded), sizes, flow directions,
CMUD job number and file number
2) Proposed manholes (shaded) numbered consecutively with the first proposed
manhole being number 1, distances between each manhole and flow direction
3) Proposed off street sewer right-of-ways shaded with distance and bearing
information between each manhole
C. Water Information:
1) Existing water lines, sizes, CMUD job number and file number
2) Existing valves and fire hydrants (not shaded)
3) Proposed water lines bolder than other road features
4) Proposed fire hydrants (shaded) labeled
5) Proposed valves (shaded) shown but not labeled
6) Do not show proposed water services or label tees
7) Total length of water line for each size on the entire street, i.e. do not label
lengths fitting to fitting
II. PERMIT SHEET:
1) Complete all information required and check mark (not “x”) the appropriate
boxes where required
2) Sign, seal and date the sanitary sewer permit
-2-
III. PLAN SHEETS:
A. General Information:
1) Existing features such as trees, mailboxes, driveways, roadside ditches
and culverts for extensions that parallel existing roadways labeled
2) Existing utilities and water and sanitary sewer crossing information
B. Sanitary Sewer Information:
1) Plans should begin at the existing sewer system and progress throughout with
stationing and manhole numbering in ascending order
2) Drainage patterns that extend beyond the limits of the project must be served
by providing acceptable horizontal and vertical locations of the sewer pipe
within the project boundary and dedicating any necessary easements beyond
the termination of the system
3) Outfalls that parallel existing creeks should be designed with the top of the
pipe a minimum of 1’ below the creek flow line whenever possible and with
horizontal consideration of the Streamside Zones(show/label) requirements
4) Match the crown of the smaller line to the crown of the upstream main line at
manholes where small diameter lines connect to larger diameter lines
5) Match lines with corresponding sheet numbers
6) Match lines at manholes only
7) Bearings, distances and flow directions on all sections of pipe
8) Property owner’s name, deed book, page number and tax code information on
all off-site sewer
9) Storm drain systems and sizes in plan view, parallel storm drain systems to
the sewer system in the profile view and designate crossings with proper
symbols
10) Sewer laterals to the center of the lots with the required minimum horizontal
separation
11) Drop manholes should be designed with 5’ from rim to top of incoming pipe
and a 2 ½’outside drop minimum from the bottom of the pipe to the invert in
elevation at the manhole base
12) Elevation of the incoming pipe on drop manholes, the invert in and invert out
elevation at the manhole base
13) Elevation of all inverts (including drop information if applicable ) into
manholes with multiple intersecting lines and manhole number labeled for
each incoming pipe
14) Sewer exceeding 14’ depths within subdivision streets will not be acceptable
in most cases
15) Proposed road profile on stub streets 200’ past property line
-3C. Water Information:
1) Street right-of-way, pavement, sidewalk and planting strip widths for each
street
2) Water line sizes and distance of the water line from back of curb or edge of
pavement
3) Water lines designed on the same side of a street, i.e. do not switch location to
the other side
4) Tees, gate valves and sizes labeled
5) Place gate valves at radius points or 3’ from the tee if adjacent to a tee
6) Two valves are required at tees and three valves at crosses
7) Fire hydrants labeled and placed at radius points whenever possible
8) Match lines and total lengths of water line for each size every street on
individual sheets, i.e. do not label lengths from fitting to fitting
9) Profiles are only required for 16” water lines and larger
10) Water line crossings and sizes in sewer profile
11) Water/Storm Drain crossing information is only required for 48” and larger
storm drain crossings
12/2006