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Albertville Townhomes Westwind 3rd Addn (17) BIG PLANS. GRADE a oPTO EXIST FES. df 0� wvza CULVERT — HYDRANT Deli GATEVALVE N ' CLAV. POST INDICATOR VALVE OPIV nLIGHT POLE 0,,� NORTH POWER POLE jai -Tr* SIGN -a- a >t ,4 -t 40 8 a BENCHMARK SOIL BORINGS IN s t a '° WATER MANHOLE �r�• . fir= m TELEPHONE MANHOLE RIM=�g o ,, SCALE IN FEET t UTILITY MANHOLE INV=948~2E `." �. ,, .. �� (CONNECT M . " �4 rr/.;` '° �.." �..m �, . ELECTRIC MANHOLE P �`,� TO EXIST.SAN, C"" \ �{ry v sue° — WATER SERVICE r �.1 SERVICE).0 ' a' a - r� SANITARY SERVICE NNE O EXIST. :y q q " -ate HANDICAP. PARKING4(� WASS DIRECTION OF FLOW�'�� RIM =9 �°+ ' `,INV 950.2 � 'y yyy SPOT ELEVATION CONTOURS SANITARY SEWER —♦— STORM SEWER s4� %Wf I WATERMAIN %%- ,RFT � i �i+ ' ,y w: ya�ti '� ✓' ®aFill®= FORCEMAIN FM �•.��,, ---95 DRAINTILE » DT— to \ 4 ,,`�". % .� ! t` y i SILT FENCE 11111 I CURB &GUTTER f C F Q „� RETAINING WALL {t. " RIM=9158.E 1„"`'. .^s-VIP 1u `a+*a TREELINE INV=904.93 \ L b�',C• S ,?4�_ �4�4 EASEMENT. LINE RIM1` �_1 t` —.. -®. —.. SETBACK LINE — — — — FENCE LINE X X— / a •, }� --- u`B�o—•-- UNDERGROUND TELE i, c.r^ f ,,\\ \ �• �3'E�` °''' °--A---- UNDERGROUND GAS P -all#— OVERHEAD UTILITY Lc S4 WO ® /J ; UTILITY PLAN GENERAL NOTES _�;��,�;�� `` N 'Nk,,�� r✓6WNEGT Tb EXIS1. '� `• `�; I. All sanitary sewer, storm sewer and watermain utilities shall be furnished and ;p 8"PVCLWATERMAIN:'� `�., Installeder the requirements of the specifications, the City and the standard �'M• . ;'` = �� . \ utilities Ispecification of the City Engineers Association of Minnesota (CEAM), 1999 edition. /All HDPE connections to concrete manholes shall be connected with an 'qha F 9S .0 '" o finternal irubber gasket or by using ADS waterstop gasket. All sanitary sewer main ry H p ; j" � line shoill be SDR 35. All sanita sewer services shall be SDR 26. F c k � s ,� / ",,. �u� k 2. See She(i t C8—I and the contract specifications for specific utility details and utility service details. J �w 1_"y y. 1 3. All utility] pipe bedding shall be compacted sand or fine granular material per the requiremrents 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. Thy City Department of Engineering and Building Inspections Department and / o� ', ,,"�„ 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. Co �" 5. All sanitary sewer and water services shall terminate at the property line unless otherwise / K t r j �� 7 tf s a '"^., '`,., noted. i i f I'` 6. The contractor shall notify GOPHER STATE ONE CALL at 651-454-6002 at least 48 hours prior to performing any. excavation or underground work. -[b 7. The contractor shall field adjust watermain to avoid conflicts with sanitary sewer, 10 ,.. storm seewer, and services as required. Insulation of water and sanitary sewer lines r} , ` "`;• r"- shall be; rovided where 7.5 feet minimum de th can not be attained. • 09 I� �tk 8. AII streeic repairs and patching shall be performed per the requirements of the City. AII traffic control shall be provided by the contractor and shall be established per , �' '` the requii,.ements of the Minnesota Manual of Uniform Traffic Control Devices (MUTCD) and the City. This shall include all si na e, 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. � - f 9. All new atermain must have a minimum of 7.5 feet of cover. �_ ' �..i1•,f^r• � � � f `�`' `'`"~sue. _ `�� � ry- °`o, �� � '`_ 10. Adjust alit existing structures, both public and private to the proposed grades where io�45' ZO t :1 �` / Ifra'�y `ry ,o• } ` : 4 _ . _ disturbed] and comply with all requirements of the utility owners. Structures being r '\� ;� f reset to paved areas must meet owners requirements for traffic loading. GO 11. Proposed] [Pipe Materials: Watermain DIP Class 52 No less than 7.5' deep. Water Service COPPER TYPE Kell Service to property line. CB-3 '`�2= i.� Sanitary Sewer PVC SDR 35 Nomore than 20' deep. = RI r M963.0 ,1 ,, Sanitary Sewer PVC SDR26 20' — 25 deep. INV=959.9 t �`\J` Sanitary Sewer PVC 4" Service to property line. Storm Sewer RCP CLASS 5 12" to 18"pdiamet r. Draintile POLYETHYLENE Back of curb. A �F0ll \ - q�`�,. - CALL BEFORE YOU DIG! Gopher State One fall TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 Re THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING; 'THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 H,(OURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLE; CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. Project Name: Albertville Townhomes •\\..� tit"3 \v ��u �\�h�\ \�, Albertville, Minnesota Owner De% o r Name: Dominiuim Management Services, Inc. ■ 2355 Polalirs Lane, Suite 100 Minneapolis, Minnesota 55447 David Dyne (763-354-5500 Professional SerWices: I ASSOCIATES Planning •Civil. Engineering • Land Surveying Landscape Arcthitecture • Environmental ■ 7200 Hemllock Lane - Suite 300 Minneapollis, Minnesota 55369 Telepho-me: (763)424-5505 Fax:: ((763)424-5822 www.LoLui2ksAssociates.com ©2004 CADD ualificattion: CADD tiles preparstd by the Consultant for this project are instruments of til Consultant professional services for use solely with resrl to this project. These CADD files shall not be used on othoer projects, for additions to this project, or for completion of this project by others withoutwtitten approval by the Consultant. Wirth the Consultants approval, others may be permitted t000btain copies of the CADD drawing files for inforrnation and ref6:rence only. All intentional or unintentional revisions, additions, or delsetions to these CADD files shall be made at the full risk of that parrty making such revisions, additions or deletions and that partytshall hold harmless and indemnify the Consultantfrom any & aiII responsibilities, claims, and liabilities. 07-127 Submittal: 2-14-08 City Submittal] i Professional Si nature: I hereby certify that thi is plan, specification or report was prepared by me or unifier my direct supervision and that am a duly Licensed. Pieofesslonal Engineer under the laws of the §tate of Minnesota. O� eren erg{-. t 2512E , 1, {t_✓ ` se Date Quality Control:. W13 WRP Project Lead: Drawn By: RILL Checked By: Review Date: Sheet Index: C1-0 Cover Sheeti C1-1 Existing Condl]itions Plan C1-2 Removal Plain C2-1 Site Plan 0-1 Grading andILDrainage Plan 0-2 Stomi Water! [Pollution Prevention Plan C4-1 Utility Plan C8-1 Project Detains C8-2 Project Detains 1-1-1 Landscape PPl,an Sheet Title: Uti'f,lity Plan Project No.: 07-127 Sheet No.: C4-1