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APPROXIMATE LOCATION
<br />OF EXISTING SANITARY
<br />SEWER & WATERMAIN.
<br />CONTRACTOR TO VERIFY.
<br />
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<br />
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<br />
<br />
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<br />
<br />APPROXIMATE LOCATION
<br />OF EXISTING SANITARY MH.
<br />RIM-949.8
<br />INV-939.1
<br />CONTRACTOR TO VERIFY.
<br />APPROXIMATE LOCATION
<br />OF EXISTING SANITARY MH.
<br />RIM-943.8
<br />INV-938.1
<br />CONTRACTOR TO VERIFY.
<br />APPROXIMATE LOCATION
<br />OF EXISTING SANITARY
<br />SEWER & WATERMAIN.
<br />CONTRACTOR TO VERIFY.
<br />APPROXIMATE LOCATION
<br />OF EXISTING SANITARY MH.
<br />RIM-947.0
<br />INV W-948.25
<br />INV S-948.0
<br />CONTRACTOR TO VERIFY.
<br />CONSTRUCT NEW SAMH
<br />OVER EXISTING 10" VCP.
<br />RIM-957.5
<br />INV-945.4
<br />135' 8" PVC @ 1.0%
<br />SAMH 2
<br />RIM-959.6
<br />INV-948.46
<br />122' 8" PVC @ 1.0%
<br />SAMH 2
<br />RIM-959.2
<br />INV-949.68
<br />WYE INV-948.57
<br />40' 6" PVC @ 1.0%
<br />STUB INV-948.97
<br />26' 6" PVC @ 1.0%
<br />STUB INV-949.94
<br />29' 6" PVC @ 1.0%
<br />STUB INV-949.97
<br />218' 8"
<br />DIP WATER
<br />WET-TAP CONNECTION
<br />TO EXISTING 8" WATER.
<br />INSTALL NEW 8" GV.
<br />23' 6" DIP WATER
<br />SERVICE
<br />27' 6" DIP WATER
<br />SERVICE
<br />HYD W/6" GV
<br />45' 6" DIP WATER
<br />SERVICE
<br />APPROXIMATE LOCATION
<br />OF EXISTING WATERMAIN.
<br />CONTRACTOR TO VERIFY.
<br />A
<br />HC
<br />HC HC
<br />HC
<br />PHASE III
<br />DAYCARE
<br />±8,000 SF
<br />APPROXIMATE
<br />LOCATION OF
<br />EXISTING 40-FT
<br />SANITARY & WATER
<br />EASEMENT PER
<br />LAND O LAKES
<br />ADDITION PLAT
<br />APPROXIMATE
<br />LOCATION OF
<br />EXISTING 30-FT
<br />SANITARY EASEMENT PER
<br />LAND O LAKES
<br />ADDITION PLAT
<br />SAMH 2
<br />RIM-959.6
<br />INV-947.11
<br />94' 8" PVC @ 1.0%
<br />LOW POINT OF
<br />EXISTING GRADE.
<br />APPROXIMATELY
<br />7-FT COVER TO
<br />SANITARY SEWER.
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<br />
<br />SAMH 2
<br />RIM-959.6
<br />INV-946.34
<br />77' 8" PVC @ 1.0%
<br />HC
<br />HC
<br />PHASE II
<br />COMMERCIAL/
<br />RETAIL
<br />7,500 SF
<br />
<br />
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<br />OCS 1
<br />RIM-950.0
<br />INV NW-947.0
<br />INV SW-947.3
<br />CBMH 1
<br />RIM-958.0
<br />INV N-947.27
<br />INV SW-943.28
<br />CBMH 9
<br />RIM-958.2
<br />INV-955.26
<br />CB 10
<br />RIM-960.34
<br />INV-956.34
<br />108' 12" HDPE @ 1.0%
<br />18
<br />0
<br />'
<br />
<br />1
<br />5
<br />"
<br />
<br />H
<br />D
<br />P
<br />E
<br />
<br />@
<br />
<br />1
<br />.
<br />0
<br />%
<br />CBMH 2
<br />RIM-958.5
<br />INV E-953.40
<br />INV S, NE-950.03
<br />52' 15" HDPE @ 1.53%CBMH 3
<br />RIM-959.5
<br />INV-950.81
<br />STMH 4
<br />RIM-961.2
<br />INV N-954.52
<br />INV W-951.92
<br />INV S-951.72
<br />CB 5
<br />RIM-959.5
<br />INV-955.5
<br />49' 12" HDPE @ 2.0%
<br />59' 15" HDPE @ 1.53%
<br />CB 7
<br />RIM-958.0
<br />INV-954.0
<br />CBMH 6
<br />RIM-959.0
<br />INV-952.76
<br />81' 12" HDPE @ 1.53%
<br />55' 12" HDPE @ 1.53%
<br />
<br />
<br />
<br />
<br />FES D
<br />INV-943.0
<br />FES C
<br />INV-943.0
<br />18' 15" HDPE @ 0%
<br />CBMH 8
<br />RIM-958.2
<br />INV-954.54
<br />114' 12" HDPE @ 1.0%
<br />72' 12" HDPE @ 1.0%
<br />FES F
<br />INV-942.8
<br />FES E
<br />INV-943.0
<br />56' 15" HDPE @ 0.5%
<br />LOUCKS
<br />W:
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<br />4
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<br />A
<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 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 />12/28/16 Phase 1 Plans 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 />Gopher State One Call
<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 />PHASE 1
<br />C4-1
<br />PHASE II STORM SEWER
<br />PHASE II STORM SEWER
<br />PHASE II STORM SEWER
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