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----� - - - - 906 - - - - - OWNER DEVELOPER <br />�908 - <br />\ - - -907 _ - - - - - - C _ G9o� � Pat Bland <br />- - - - - Distinctive Elements Tile & Design ►�, °Ua o <br />Wooded Area - - - � _ / / <br />-906- _ 485 Birch Street ^ <br />907 _ g _Lij <br />9045 Lino Lakes, MN 55014 .�;. <br />908.7 <br />_ _ X 9os.s sos Draina a an �,.� � ^ sx <br />_KING sEreacK SITE DATA P:763-234-9924 E Z <br />CIL <br />906.95 <br />' 90 .30 906.95 -i -i -� - / <br />-10' BLDG SETBACK 906.50 sos.,o _ _ 905.90 s06.0o <br />/ MH Email: distinctiveElements@live.com v • <br />I MATC Top 905.85 / Site Area = 35,962 S.F. (0.83 ACRES) o W Q <br />�o Inv. 883.05 <br />' 90 40 907 90 90�j�� 904 Existing Impervious Area = 0 S.F. <br />ITRASH ENCLOSURE Proposed Impervious Area = 11,880 S.F. CIVIL ENGINEER <br />907.10 906.60 <br />907.30 906.70 64 905.50 °° �� / p Nicholas P. Adam, P.E. 0., d <br />i08.1 907.20 907.4 906.60 906.15 / g°5,g r h / Future Impervious Area = 3,230 S.F. <br />908.5 sos.o I so7.2 i ' CONCRET VALLEY GUTTER PER CITY REQUIREMENTS Rehder & Associates Inc. ` CO o <br />I r <br />N <br />r <br />907.40 I C 907.20 7" / r <br />C9- ' 3440 Federal Dr., Suite 110Ct <br />--�.-� <br />�� CURB OPENING so5.s <br />I 907.60907_96� I ' 906.25 04 Eagan, MN 55122 'moo Q . °0 <br />• 904.9 ' P:651-452-5051 W , <br />/ II 906.60 <br />906.5 906.75 Email: nadamC�rehder.com �' N o z <br />FUTURE II I / <br />CHANGE CASTING TO NEENAH R-3349-A / N <br />SHOWROOM RAIN so4.,5 b so7.so �' OR EQUAL (CONFIRM TYPE WITH CITY) U � �; W <br />O <br />so7.ss so7.ss so7.ss so7.ss PRE-TREATMENT CHAMBE <br />I% B3°� '' one^Too 904.81 <br />i 1� �11 ♦�Il � . 1 <br />♦ t`� ♦��1� �♦11 /1♦� 11♦�♦1/1��♦1 <br />,1���11�♦�♦1� �♦v�1��1,;1♦r�I <br />I�j�� - �� ��i � � I I i w i 11� I♦ <br />♦ �1-♦ ♦1♦;�- C- �♦ �1 I��I�i1♦ 11i <br />:. ���♦u g11♦�♦A►U7s�_�e.� ��� ♦Ij�1��1 <br />♦�� ♦♦1 rA4 ♦-. ���� • <br />♦ ♦1 ♦♦ ,7�pA♦�1���♦�.U♦jam ♦ <br />U. <br />a.. <br />• / / 5( 905.1 <br />GV <br />/ <br />• x / Q / <br />x • / /S ` 0e <br />14611 <br />90 <br />.10000, <br />TCH <br />905.0/ <br />EXISTING WATER / <br />LATE AS REQUIRED <br />WATER SERVICE STUB <br />°Z/ <br />CECT TO IS7G SANITARY SEWER STUB / <br />/ 905.5 <br />STRUCTURE OVER <br />1RM SEWER STUB / <br />i <br />Top 907.09 / <br />Inv. 882.75 / <br />/ <br />GRADING NOTES <br />1❑ - All elevations shown are to final surfaces. <br />EROSION CONTROL NOTES <br />O1 - Sweep paved public streets as necessary where construction sediment has been deposited. <br />O2 - Each area disturbed by construction shall be restored per the specifications within 14 days after <br />the construction activity in that portion of the site has temporarily or permanently ceased. <br />O3 - Temporary soil stockpiles must have silt fence around them and cannot be placed in surface waters, <br />including storm water conveyances such as curb and gutter systems, or conduits and ditches. <br />® - Excess concrete/water from concrete trucks shall be disposed of in portable washout <br />concrete basin or disposed of in a contained area. <br />UTILITY NOTES <br />O- All sewer services to extend to a point 5' from proposed building. <br />0 -Bring water main into proposed building and cap at the floor. <br />3O - Verify all service locations and inverts with mechanical engineer before construction. <br />O- All watermain to have a minimum of 7.5' of cover. <br />INFILTRATION BASIN NOTES <br />A. Grading and construction of the rain gardens shall not begin until all construction in the <br />contributing drainage area has been completed and the site is stabilized. <br />B. Grading shall be done using low -impact earthmoving equipment to prevent compaction of <br />underlying soils. Small tracked dozers and bobcats are recommended. <br />C. Excavate the rain garden to the specified depth. All sub -material below the specified <br />elevation shall be left undisturbed. <br />D. In the event that sediment is introduced into the rain garden following excavation, this <br />material will need to be removed prior to finishing the construction process. <br />E. The site shall be free from all weeds and invasive plant species. <br />LEGEND <br />® <br />PROPOSED CONTROL STRUCTURE <br />•= <br />PROPOSED GATE VALVE <br />/ <br />PROPOSED FLARED END <br />00 <br />PROPOSED STORM SEWER <br />PROPOSED SANITARY SEWER <br />PROPOSED WATERMAIN <br />0 <br />PROPOSED CONCRETE <br />PROPOSED STD. DUTY BITUMINOUS <br />,05o <br />PROPOSED CONTOUR <br />• 1023.54 <br />PROPOSED ELEVATION <br />SILT FENCE <br />'- <br />INLET PROTECTION DEVICE <br />EC BLANKET <br />MNDOT CAT. 3P-2S STRAW <br />• <br />BOUNDARY/ROW/BLOCK LINE <br />EASEMENT <br />BUILDING/PARKING SETBACK LINE <br />O <br />SOIL BORING <br />------- <br />DRAINAGE ARROW <br />W <br />EXISTING WATERMAIN <br />S <br />EXISTING SANITARY SEWER <br />ST <br />EXISTING STORM SEWER <br />980 <br />EXISTING CONTOUR <br />x 995.50 <br />EXISTING ELEVATION <br />0 10 20 40 <br />Scale in Feet <br />00 <br />I <br />N <br />i <br />N <br />0 <br />CO <br />z <br />LL.I <br />O <br />p <br />U <br />z <br />�w <br />z <br />J <br />� <br />og�g <br />W <br />0 <br />0 <br />zJ <br />^ <br />� <br />J <br />W <br />QC) <br />z <br />_� <br />> <br />U <br />U <br />U <br />z <br />z <br />(21 <br />f- <br />Q <br />Cn <br />60 1 SHEET NUMBER <br />C1 <br />