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2006-06-12 C4-1UTILITY PLAN GENERAL NOTES 1. All sanitary sewer, storm sewer and watermain utilities shall be furnished and installed per the requirements of the specifications, the City and the standard utilities specification of the City Engineers Association of Minnesota (CEAM), 1999 edition. All HDPE connections to concrete manholes shall be connected with an internal rubber gasket or by using ADS waterstop gasket. All sanitary sewer main line shall be SDR 35. All sanitary sewer services shall be SDR 26. 2. See Sheet C8-1 and the contract specifications for specific utility details and utility service details. 3. All utility pipe bedding shall be compacted sand or fine granular material per the requirements of the City. All compaction shall be performed per the requirements of the CEAM Specification. 4. All connections to existing utilities shall be performed per the requirements of the City. The City Department of Engineering and Building Inspections Department and the construction engineer must be notified at least 48 hours prior to any work within the public right of way, or work impacting public utilities. 5. All sanitary sewer and water services shall terminate at the property line unless otherwise noted. 6. The contractor shall notify GOPHER STATE ONE CALL at 651-454-0002 at least 48 hours prior to performing any excavation or underground work. 7. The contractor shall field adjust watermain to avoid conflicts with sanitary sewer, storm sewer, and services as required. Insulation of water and sanitary sewer lines shall be provided where 7.5 feet minimum depth can not be attained. 8. All street repairs and patching shall be performed per the requirements of the City. All traffic control shall be provided by the contractor and shall be established per the requirements of the Minnesota Manual of Uniform Traffic Control Devices (MUTCD) and the City. This shall include all signage, barricades, flashers and flaggers as needed. All public streets shall be open to traffic at all times. No road closures shall be permitted without the expressed authority of of the City. 9. All new watermain must have a minimum of 7.5 feet of cover. 10. Adjust all existing structures, both public and private to the proposed grades where disturbed and comply with all requirements of the utility owners. Structures being reset to paved areas must meet owners requirements for traffic loading. 11. Proposed Pipe Materials: Watermain PVC C-900 No less than 7.5' deep. Water Service COPPER TYPE K,1" Service to property line. Sanitary Sewer PVC SDR 35 No more than 20' deep. Sanitary Sewer PVC 4" Service to property line. Storm Sewer RCP CLASS 5 12" to 18" diameter. Draintile POLYETHYLENE Back of curb. CALL BEFORE YOU UIUI Gopher State One Cal"I TWIN CITY AREA: 651-454-0002 "-01' / TOLL FREE: 1-800-252-1166 t / w° -vim A v .-A 00 /�Cf3ns � -L5,L82- 1 v QT \ 3 / Qa cA / %`o, o o: o� o •� \ \ 00 0 <001� 0 O 0, rDc7 J 1 1 \ , :\ Pb \ ' 963 T 5v \ t 04 , - c000 �o (�OERI•E/X00 �'� e 9� N89°03'O7"E 5 ® 88.64 NON USA —00 ' Q \ \ \ POND 04 \ Ro --- Ao ----- �� \ /' FES H FES G • �Z \ or0•/ �co�`' / ,�GQ 7� �._._.— _._._._i' MO�� co ZDx \ 7® N P • to cn \ -►1 — 'C. l / YZ � U A �'� / 0 \ S8 % 4 / /��o ®p'509RC U) C7 \ 0) \ I I 00 ��Ln / U1 19 1 ' as 90, I ^ I ^ < \ I I n qS I I � I I I A I �I A I too I I �I I (00 1 \; FFE=967.0 FFE=967.0 I /1 1 O 1 I A I I I O I I I I I 1 r. — 1: G 1 • . it �� II 0 \ �o O� 4-S • ' • c�'6 \ • . . off, 6 � o / 1 � .00e� OF Ij \ v / CA M� y A Sy _ •• .. < •t.:: r, . Yi {•F OM cn k`i /-C14 mow% r Q Q! 250 0 C4 g rn I 1 344 LF 6� PVC C-900 WAIERMAIN O > :v \\------- V�Zi I lield line / — r— edge f corn field \ / \ / X <6 ---10 602.18 — / / tank - — S89°42'05"W m�- 0 corn field WELL existing building i ELEC MH ELEC MH /� •g �NLS\0 \ ' 7 . ID � 'L\Nd s •2 ti .n r NORTH 30 60 SCALE IN 0 n FEET PLAZA 2ND ADDITION C I T Y OF. ah, ° D M I N N E S 0 T A OWNER ALBERTVILLE PLAZA LLC 75 WEST VIKING DRIVE, SUITE 104 LITTLE CANADA, MINNESOTA 55117 PHONE (651) 484-5635 FAX (651) 484-5701 DEVELOPER RJ MARC 0 CONSTRUCTION, INC. 75 WEST VIKING DRIVE, SUITE 104 LITTLE CANADA, MINNESOTA 55117 PHONE (651) 484-5635 FAX (651) 484-5701 KEY PLAN LOCATION MAP NOT TO SCALE —� ' /iyTFRST q NORTH 1 1 i WESTWIND I NE 1/4, SEC 2, TKP 120. RGE 24 SE 1 /4, SECTION 35 TOWNSHIP 121, RANGE 241 WRIGHT COUNTY, MINNESOTA. SHEET INDEX SHEET TITLE CO-1 TITLE SHEET CI-1 EXISTING CONDITIONS C2-1 SITE PLAN C3-1 GRADING, DRAINAGE PLAN C4-1 UTILITY PLAN C5-1 STORM WATER POLLUTION PREVENTION PLAN C6-1 PRELIMINARY PLAT C8-1 DETAIL SHEET C8-2 DETAIL SHEET CADD FILE QUALIFICATION: CADD files prepared by the Engineer/Surveyor for this project are instruments of the Engineer's/Surveyors professional services for use soley with respect to this project. These CADD files shall not be used on other projects, for additions to this project or for completion of this project by others without written approval by this Engineer/Surveyor. With the Engineer s/Surveyor's approval others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and imdemnify the Engineer/Surveyor from any & all responsibilities, claims and liabilities. I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Jonathan J. Donovan - PE 44613 License No. Date DATE REVISION QUALITY MANAGEMENT REVIEW: BY: DATE: Planning • Civil Engineering • Land Surveying Environmental ^ Archaeology 7200 Hemlock Lane, Suite 300, Minneapolis, Minnesota 55369-5592 Telephone: (763)424-5505 Fax: (763)424-5822 © 2006 Feb Page loucksmclagan.com UTILITY PLAN PROJECT NO. 99-19OF C4-1