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<br />M
<br />7200 Hemlock Lane, Suite 300
<br />Maple Grove, MN 55369
<br />763.424.5505
<br />www.loucksinc.com
<br />PLANNING
<br />CIVIL ENGINEERING
<br />LAND SURVEYING
<br />LANDSCAPE ARCHITECTURE
<br />ENVIRONMENTAL
<br />SUBMITTAL/REVISIONS
<br />PROFESSIONAL SIGNATURE
<br />QUALITY CONTROL
<br />CADD files prepared by the Consultant for this project are
<br />instruments of the Consultant professional services for use solely
<br />with respect to this project. These CADD files shall not be used
<br />on other projects, for additions to this project, or for completion
<br />of this project by others without written approval by the
<br />Consultant. With the Consultant's approval, others may be
<br />permitted to obtain copies of the CADD drawing files for
<br />information and reference only. All intentional or unintentional
<br />revisions, additions, or deletions to these CADD files shall be
<br />made at the full risk of that party making such revisions, additions
<br />or deletions and that party shall hold harmless and indemnify the
<br />Consultant from any & all responsibilities, claims, and liabilities.
<br />CADD QUALIFICATION
<br />ARDEN
<br />CROSSINGS
<br />ARDEN HILLS, MN
<br />BREMER BANK
<br />BREMER BANK,
<br />NATIONAL ASSOCIATION
<br />8555 EAGLE POINT BLVD
<br />LAKE ELMO, MN 55042
<br />Review Date
<br />SHEET INDEX
<br />License No.
<br />Date
<br />I hereby certify that this plan, specification or report was
<br />prepared by me or under my direct supervision and that
<br />I am a duly Licensed Professional Engineer under the
<br />laws of the State of Minnesota.
<br />Vicki J. Van Dell - PE
<br />41352
<br />Project Lead
<br />Drawn By
<br />Checked By
<br />Loucks Project No.14402.0A
<br />VJV
<br />WBS
<br />VJV
<br />10/19/16
<br />10/03/16 Preliminary City Submittal
<br />10/19/16 Revised City Submittal
<br />C0-1 COVER SHEET
<br />C1-1 EXISTING CONDITIONS
<br />C1-2 PRELIMINARY PLAT
<br />C1-3 DEMOLITION PLAN
<br />C2-1 SITE PLAN
<br />C3-1 GRADING & DRAINAGE PLAN
<br />C3-2 EROSION CONTROL PLAN
<br />C4-1 UTILITY PLAN
<br />C8-1 CIVIL DETAILS
<br />L1-1 TREE INVENTORY PLAN
<br />L1-2 TREE PRESERVATION PLAN
<br />L2-1, 2 LANDSCAPE PLAN & DETAILS
<br />P1-1 PHOTOMETRIC PLAN
<br />N
<br />1.BACKGROUND INFORMATION IS BASED ON A FIELD SURVEY BY WESTWOOD AND RECORD
<br />UTILITY DRAWINGS FROM THE CITY OF ARDEN HILLS. LOUCKS ASSOCIATES DOES NOT
<br />GUARANTEE THE ACCURACY OF INFORMATION PROVIDED BY OTHERS.
<br />2.ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED
<br />AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS, THE CITY AND THE
<br />STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF
<br />MINNESOTA (CEAM), 2013 EDITION. HDPE PIPE CONNECTIONS INTO ALL CONCRETE
<br />STRUCTURES SHALL BE MADE WITH WATER TIGHT MATERIALS, UTILIZING AN A-LOK OR
<br />WATERSTOP GASKET OR BOOT, CAST-IN-PLACE RUBBER BOOT, OR APPROVED EQUAL.
<br />WHERE THE ALIGNMENT PRECLUDES THE USE OF THE ABOVE APPROVED WATERTIGHT
<br />METHODS, CONSEAL 231 WATERSTOP SEALANT, OR APPROVED EQUAL WILL ONLY BE
<br />ALLOWED AS APPROVED BY THE ENGINEER. ALL SANITARY SEWER MAIN LINE SHALL BE
<br />SDR 35. ALL SANITARY SEWER SERVICES SHALL BE SDR 26.
<br />3.SEE SHEETS C8-1 AND THE CONTRACT SPECIFICATIONS FOR SPECIFIC UTILITY DETAILS
<br />AND UTILITY SERVICE DETAILS.
<br />4.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL
<br />PER THE REQUIREMENTS OF THE CITY. ALL COMPACTION SHALL BE PERFORMED PER THE
<br />REQUIREMENTS OF THE CEAM SPECIFICATION.
<br />5.THE CONTRACTOR SHALL NOTIFY GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48
<br />HOURS PRIOR TO PERFORMING ANY EXCAVATION OR UNDERGROUND WORK.
<br />6.ADJUST ALL EXISTING STRUCTURES, BOTH PUBLIC AND PRIVATE TO THE PROPOSED
<br />GRADES WHERE DISTURBED AND COMPLY WITH ALL REQUIREMENTS OF THE UTILITY
<br />OWNERS. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS
<br />REQUIREMENTS FOR TRAFFIC LOADING.
<br />7.PROPOSED PIPE MATERIALS:
<br />7.1.STORM SEWER N12 HDPE-WT 12" - 18" DIAMETER.
<br />7.2.ROOF DRAIN LEADS N12 HDPE-WT 12" DIAMETER.
<br />7.3.WATERMAIN 8" DIP CL 52 7.5' BURY DEPTH
<br />7.4.WATER SERVICE 6" DIP CL 52 7.5' BURY DEPTH
<br />7.5.SANITARY SEWER 8" PVC SDR 35 MAIN
<br />7.6.SANITARY SERVICE 6" PVC SDR 26 SERVICE
<br />8.STORM SEWER PIPE SHALL MEET OF EXCEED AASHTO M294 MINIMUM PIPE STIFFNESS PER
<br />ASTM D2412 60PSI FOR 8"-18".
<br />9.PROPOSED GAS, TELEPHONE & ELECTRIC SERVICES ARE APPROXIMATE LOCATIONS ONLY.
<br />COORDINATE EACH SERVICE WITH THE UTILITY OWNER AND GENERAL CONTRACTOR. IF
<br />ANY PROPOSED SERVICE LOCATION VARY SIGNIFICANTLY OR CONFLICT, THE ENGINEER
<br />MUST BE NOTIFIED PRIOR TO THE INSTALLATION OF THE SERVICE.
<br />10.THE REMOVAL OF EXISTING SERVICES WITHIN THE CONSTRUCTION LIMITS SHALL BE
<br />COORDINATED WITH THE GENERAL CONTRACTOR AND UTILITY OWNER. ADDITIONAL
<br />SERVICES MAY EXIST.
<br />11.ALL WATER SERVICES MUST BE INSTALLED AT A 7.5-FT BURY DEPTH.
<br />11.1.INSULATE ALL CROSSINGS INVOLVING WATER AND SEWER.
<br />UTILITY NOTES
<br />1.PVC SANITARY SEWERS MUST MEET ONE OF THE FOLLOWING ASTM STANDARDS: D3034,
<br />F789, D2665, OR F891. ASTM D2241 PIPE MAY BE USED FOR SEWERS 6-INCH AND LARGER.
<br />THE INSTALLATION MUST COMPLY WITH ASTM D2321, WHICH REQUIRES INSTALLATION BY
<br />OPEN TRENCH ON A CONTINUOUS GRANULAR BED (SEE CURRENT MINNESOTA RULES,
<br />PART 4714).
<br />2.RCP STORM SEWERS MUST COMPLY WITH ASTM C76 (SEE CURRENT MINNESOTA RULES,
<br />PART 4714).
<br />3.HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH CURRENT
<br />MINNESOTA RULES, PART 4714:
<br />3.1.PIPES 4-INCH TO 10-INCH IN SIZE MUST COMPLY WITH AASHTO M252.
<br />3.2.PIPES 12-INCH TO 60-INCH IN SIZE MUST COMPLY WITH ASTM F2306.
<br />3.3.ALL FITTINGS MUST COMPLY WITH ASTM D3212.
<br />3.4.WATER-TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES.
<br />4.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR
<br />WATERTIGHT (SEE CURRENT MINNESOTA RULES, PART 4714). APPROVED RESILIENT RUBBER
<br />JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES,
<br />CATCHBASINS, AND OTHER STRUCTURES.
<br />5.WATER SERVICE LINES MUST BE INSTALLED AT LEAST 10-FEET HORIZONTALLY FROM ANY
<br />MANHOLE, CATCHBASIN, OR OTHER SOURCE OF CONTAMINATION, MEASURED FROM
<br />OUTER EDGE OF THE PIPE TO THE OUTER EDGE OF THE CONTAMINATION SOURCE (SEE
<br />CURRENT MINNESOTA RULES, PART 4714).
<br />6.THE BOTTOM OF WATER SERVICE PIPES LOCATED WITHIN 10-FEET OF THE SEWER
<br />CROSSING MUST BE AT LEAST 12-INCHES ABOVE THE TOP OF THE SEWER. WHEN THIS IS
<br />NOT FEASIBLE, THE SEWER PIPE MUST BE CONSTRUCTED OF MATERIALS LISTED IN
<br />CURRENT MINNESOTA RULES, PART 4714. THE WATER SERVICE SHOULD NOT CONTAIN
<br />ANY JOINTS OR CONNECTIONS WITHIN 10-FEET OF A CROSSING.
<br />7.ALL PORTIONS OF THE STORM SEWER SYSTEM LOCATED WITHIN 10-FEET OF THE BUILDING
<br />OR WATER SERVICE LINE MUST BE TESTED IN ACCORDANCE WITH CURRENT MINNESOTA
<br />RULES, PART 4714.
<br />UTILITY NOTES
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING
<br />UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR
<br />SERVICE AND / OR RELOCATION OF LINES.
<br />THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48
<br />HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS,
<br />PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE
<br />CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
<br />CONSTRUCTION AT NO COST TO THE OWNER.
<br />WARNING
<br />UTILITY PLAN
<br />C4-1
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