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I I I I 1005.3 I f00D.6� i <br />I 1 I � J. <br />I I I I <br />e% T 1 r t r- <br />1 11 1 r f1 T 1 1 /', 1 1 /\ A r� <br />♦ i \ A I t \ I t L t 1 1 -q /\ 1•- <br />S88°18'06"E 923.03 <br />-. --.._..-.._.._.._.._........ ...... _.._.._.._.._.._........ ...... <br />_.._.._.._.._..-_.._.._.._.._.._.._.._.._.._.._.._ <br />012.81 _ ..... _ . . _ <br />`_.._.._.._.._.._ _ <br />S11- <br />61.15 1 TI ---Proposed Drainage Easement-' / <br />• <br />q � � _� � L . _ .. _ .. �f r-------------280---------------544 ----- -- - � i -■ <br />• l.i•�V i,l f 1� X14 S f4' <br />DECK DECK DEC <br />3 1.5: ! T O Tbp l�2 <br />0 1 � 66.19, <br />01 ./ <br />Q DECK <br />STEPS, LANDING AND RAILING +y <br />�/ 62.00 AS NEEDED. / Itp /•' R2'- <br />A66 3 6 2T �� '�Q & � Q MONUMENT SIGN o\ <br />223.05 I / /* f <br />I � % 0r� 0C&� DRIVEWAY R 10.00 / 4e� �o <br />i0/1.7 DECK R STOQP 020 <br />DECK DECK / <br />1 <br />i �� � rAc r, R5.00 <br />,C e <br />I <br />" \ DECK 0.75�0 x26.00 <br />&*A2.00o< 14 600 <br />I <br />- w4m18.00 <br />S87041100"E 200.00 <br />1009.9 <br />1009.9 <br />1 <br />BENCHMARK' <br />Top Nut Of Hydrant <br />Elev = 1011.4 Feet <br />(NGV© '29) <br />__ 1oa7 s <br />!007.7 <br />N:12000\00216\dwg\c2010,dn, Layoutl, 12/18/0106:29:42 AM, <br />,. i o 134.40 x 22 40 Inrhn,,l .+.. <br />102LJ4 DECK ENTRA C / N89037'06"E 112.08 I <br />1 R5.00 <br />VEST. +� 1 / RETAINING 5.00 <br />I <br />WALL R25.00 <br />E e� 2 / "ONE WAY <br />1 0� � 52.14 DECK DECK R 5. � 2�' /� DO NOT <br />L2 STOOP M <br />sTOOP \� ENTER" <br />Z11 <br />35.95: / SIGNS <br />• a � `� DECK <br />0 ' <br />1 5 9.00 `o�0 505740 <br />18.7 <br />TYPICAL 10-12 FOOT 5.00 ,2,0 3.00 I <br />N 1 LIGHT POLES 1 .7 <br />DECK CK DECK 18.00 °1 <br />20 � A , <br />3 I , MONUM SIGN ryy <br />43.04 <br />v� <br />01171 2p R 00 <br />1• 'R5 00 / ^a� m <br />1 2.0 "NEW <br />i D NOT 1 18.00 R36.00 <br />R5.004" STRIPE ENTER" R5.00 R15.00 'LONE WAY 72.67 ' If <br />0/2.71 24,00 TYP. SIGNS �� DO NOT : <br />�► ) ENTER" I <br />1 R5.00 SIGNS <br />__ .. _ ...._ ..._ .. _ 39.35 <br />1566.co <br />46' -.._.._.._..-..__.._. - �Trk. I "ioV <br />131'56" <br />N89°50'44"E 14.41 •-••-•• S88°47`3/"Ey 278,74 •-•.-••_.•-•.-••-.•-• /• <br />SIGNUAS STOP 26.00 <br />ELE - RIGHT TURN ONLY © <br />S___ -GAS �A --- <br />.-..,- -GAS <br />JWIL Q,ASHEQ �TRIPI OUEXISTING THRU LANE T LANE PRIURL NE ._ I <br />fir.____. - <br />-100, GHT TN 180' <br />EXISTING LEFT TURN LANE EXISTING THRU LANE <br />Wayzata <br />THE RIGHT TURN OUT LANE ONTO <br />T.H. 12 WILL MERGE INTO THE <br />RIGHT TURN LANE ONTO BUSINESS <br />FROM T.H. 12. THEREFORE, A <br />DASHED LINE SHOULD DIVIDE THE <br />TURN LANE WITH THE THRU LANE. <br />Blvd. (U.S. Hwy. No. 72) <br />. <br />CATCH BASIN <br />. <br />STORM MANHOLE <br />. <br />SANITARY MANHOLE <br /># <br />HYDRANT <br />LIGHT POLE <br />POWER POLE <br />N <br />WATER VALVE <br />4' <br />SIGN <br />STOP <br />SIGN <br />NORTH <br />0 40 BO <br />%7=m <br />i SCALE IN FEET <br />I <br />I <br />( <br />I <br />NOTE: <br />ALL DIMENSIONS ARE FACE TO FACE. <br />ALL RADII ARE TO BACK OF CURB <br />B612 CURB & GUTTER <br />I <br />PROPOSED LEGEND <br />» STORM SEWER ® CULVERT <br />> SANITARY SEWER 6- POST INDICATOR VALVE <br />I WATERMAIN CONIFEROUS TREE <br />CONCRETE CURBING I <br />_DECIDUOUS TREE <br />CONCRETE <br />I <br />HANDICAP PARKING <br />_ SOIL DORING <br />924.6 SPOT ELEVATION I RECEIVED <br />TREE LINE I <br />FEB 16 2011 <br />CITY OF ORONO <br />1.1 <br />APARTMENTS <br />CITY OF <br />0 R 0 N 0 <br />M I N N E S Q T -A <br />ARCHITECTS <br />MILLER <br />H AN SON <br />WESTERBECK <br />BERGER, INC <br />ARCHITECTS & PLANNERS <br />1201 HAWTHORNE AVENUE <br />MINNEAPOLIS, MINNESOTA 55403 <br />612 332-5420 FAX 612 332-5425 <br />IGENERAL CONTRACTOR k A <br />KEY PLAN Z <br />PREMIER <br />DR <br />CADD FILE QUALIFICATION: <br />CADD files prepared by the En lin for this project <br />are instruments of the Engineers/Surveyors professional services <br />for use solely with respect to this project. These CADD files <br />shall not be used on other projects, for additions to this project <br />or for completion of this project by others without written approval <br />by this Engineer/Surveyor. With the Engineer's/Surveyor eapproval <br />others may be permitted to obtain copies of the CADD Browing <br />files for information and reference only. NI intentional or unintentional <br />revisions, additions or deletions to these- CADD files shall be mode <br />at the full risk of that port, making such revisions, additions or <br />deletions and that party shall hold harmless and indemnify the <br />Engineer/Surveyor from any & all responsibilities, claims and liabilities. <br />SHEET INDEX <br />SHEET I TITLE <br />CO -1 TITLE SHEET <br />CI -1 EXISTING CONDITIONS PLAN & <br />TREE PRESERVATION PLAN <br />C2-1 SITE PLAN <br />C3-1 GRADING, DRAINAGE & <br />EROSION CONTROL PLAN <br />C4-1 UTILITY PLAN <br />C5-1 WATERMAIN PLAN & PROFILES <br />C9-1 GRADING & STREET DETAIL SHEET <br />C9-2 UTILITY DETAIL SHEET <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 laws <br />of the State o Minnesot. <br />JBNrey ShLicense No. 19624 <br />Dote: f�op/ek /7/p/ - <br />DATE REVISION 1 <br />QUALITY MANAGEMENT REVIEW: <br />BY: DATE: <br />AssocIATES <br />Planning • Civil Engineering • Land Surveying <br />Environmental a Archaeology <br />7200 Hemlock Lane, Shite 300, Minneapolis, Minnesota 55369-5592 <br />Telephone: (612j 24-5505 Fax: (612}424-5822 <br />02000 Web Page loueksmelagan.eom <br />SITE FLAN <br />PROJECT N0, <br />00-216 C2--1 <br />02010. DWG <br />I <br />