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UTILITY AND SURFACING NOTES:
WATER AND SANITARY SEWER UTILITIES
1. WATER MAIN AND ANY WATER SERVICE LINES SHALL BE PLACED ATA MINIMUM DEPTH
OF 8 FEET BELOW FINISHED GRADE.
2. IF CONFLICTS ARE DISCOVERED WHERE WATER MAIN CROSSES EXISTING SANITARY
SEWER, SERVICE LINES, OR STORMSEWER, THE WATER MAIN SHALL BE RAISED OR
LOWERED APPROPRIATELY WHILE STILL MAINTAINING A MINIMUM DEPTH OF 8 FEET BELOW
FINISHED GRADE.
3. INSULATION SHALL BE PLACED ATALL LOCATIONS WHERE STORMSEWER CROSSES
SANITARYSEWER, WATER MAIN, OR ASSOCIATED SERVICES. INSULATION SHALL CONSIST
OF AN 8 -FTX 8-FTSQUARE OF 3" -THICK RIGID INSULATION. INSULATION SHALL BE PLACED
BETWEEN THE STORM SEWER AND PIPE CROSSING WITH THE EDGES OF THE INSULATION
PARALLEL TO THE PIPING AS MUCH AS POSSIBLE.
4. INSTALL SANITARY SEWER SERVICE LINE CLEANOUTS AS REQUIRED BY THE
MINNESOTA PLUMBING CODE
5. SEE SHEET C3 FOR STORMSEWER GRADING, AND SHEET C2 FOR MISCELLANEOUS
DETAILS RELATING TO THE PLACEMENT OF THE UTILITIES.
b. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL EXISTING
UTILITIES PRIOR TO ANY CONSTRUCTION.
7. PRIOR TO CONSTRUCTION OF SANITARY SEWER, AND ORDERING ASSOCIATED
MATERIALS, THE CONTRACTOR'S PLUMBING DESIGNER SHALL PROVIDE THE
ENGINEER WITH THE TOTAL DRAINAGE FIXTURE UNITS (DFUs) FOR THE INTERIOR
PLUMBING TO VERIFYTHE CORRECTSIZING AND SLOPE OF THE SANITARYSEWER
SERVICE
OWNER/CONTRACTOR SHALL OBTAIN A PLUMBING PERMIT FROM THE
MINNESOTA DEPARTMENT OF LABOR AND INDUSTRY PRIOR TO THE INSTALLATION
OF ANY SANITARY SEWER OR WATER UTILITIES. CONSTRUCTION OF SANITARY
SEWER OR WATER UTILITIES SHALL NOT COMMENCE UNTIL AFTER THE PLUMBING
PERMIT HAS BEEN OBTAINED, AND ANY AND ALL PERTINENT COMMENTS HAVE
BEEN ADDRESSED ON THE PLAN AND IN THE PROJECT SPECIFICATIONS.
SURFACING
1. SUBGRADES SHALL BE SCARIFIED AND/OR COMPACTED AS NECESSARY TO ATTAIN
THE REQUIRED COMPACTION DESCRIBED IN THE GENERAL NOTES (SHEET CH.
TEST ROLLING OF THE SUBGRADE SHALL BE OBSERVED BY A QUALIFIED GEOTECHNICAL
ENGINEER OR TECHNICIAN. LOCATIONS EXHIBITING EXCESSIVE RUTTING (PER MNDOT
SPEC. 2111) SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER PRIOR TO
THE PLACEMENT OF AGGREGATE BASE. COMPACTION TESTING IN UTILITYTRENCHES SHALL BE
PERFORMED BY AN INDEPENDENT TESTING FIRM.
2. GRAVEL BASE COURSES SHALL BE ROLLED AND COMPACTED. TEST ROLLING OF THE
GRAVEL BASE SHALL BE OBSERVED BYASOILS ENGINEER TO VERIFY STABILITY.
3. ALL EXISTING BITUMINOUS OR CONCRETE EDGES, WHICH WILL ABUT NEW BITUMINOUS
OR CONCRETE SURFACING SHALL BE SAWCUTTO OBTAIN A VERTICAL EDGE.
4. EXPANSION JOINTS SHALL BE PLACED AT ALL LOCATIONS WHERE NEW CONCRETE
ABUTS EXISTING CONCRETE, AND AT ALL LOCATIONS WHERE SEPARATE CONCRETE
POURS ABUT EACH OTHER.
5. SEE SHEET CI FOR SPECIFICATIONS REGARDING THE CONSTRUCTION OF PAVEMENTS,
AND CURB AND GUTTER.
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Sjoquist Architects, Inc
2800 University Avenue SE, Suite 100
Minneapolis, Minnesota 55414
612.379.9233 Fax 612.379.9263
http.//www.4oquist corn
tieSCHULTZ ENGINEERING
& SITE DESIGN
18 South Riverside Avenue
Suite 230
Sartell, MIN 56377
Ph: (320) 339-0669
Fx: (866) 633-1830
schuitLeng@iive.com
www.schultzengineeringdesign.com
1 hereby certify that this plan,
specification or report was prepared
by me or under my direct supervision
and that 1 am a duly licensed
Engineer under the laws of the state
of Minnesota
BRIAN J. SCHULTZ, PE
XX/XX/2016 43129
DATE LICENSE NO.
Revisions
1621
Sjoquist Project Number
16058
Schultz Eng. Project Number
TWEET
PEDIATRIC
DENTISTRY
amp.
ORTHODONTICS
7845 CENTURY BLVD
CHANHASSEN,
MINNESOTA
SCALE: V=30'
0 30 60
UTILITY & PAVING PLAN
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