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2 / $ 1 SS C-11 \ _ - - _ - PROPERTY LINE (TYP.) / s ss SS SS S5 �� -� SS SS ss j ss ss sS SS -SS ems, -Ss� SS ss SS/ SS SS SS1 �s� ss SS ST-04 - 9917 48" CB (CB-12)- -- - - - G _ C914- % INV=913.59 \ \ 30' CB (CB .81 - / / / - / _ 917 - Gp9 /GPS P��' � 3- -//� �\ - g16 - - 916 TC. 915.40 - - _ - - - - - - - - - -915 - Pg G\ / $ _ 916- > » WT 914 - / /G 5/ _ _ = 911 C-05 - » r31'l �. \917 — — - _ - _ _ - - - - -,=� �> 917 -WSi ---ii- - WLii -» » J913-"- - WT �nrt 916- �.S / 915 �� - 918 48" MH (MH-01)_ Ur' / / 91� 1M�� \ - - - _ TC. 917.59 -913- 913 - / PROPOSED ROAD - _ - _ - - - _ _ - - - _ _ _ 1M yy� _ - 974 ... — 1M 919 - - - \ \`�M / g+�R - - - -7+OOR - g1 �'6+ - - - - 915 915�--NV=912.00 / \ �// / / OOR _ _ _ _ -916_ 920 \ �911 - - - - - - _ _ - - - - - - - - -917- -921- - 918 / / / -917 _ - - _ -918 _ 78 - _ _f-- - - _ _ 24"x36" CB (CB-13) - _ 9v$ - - M M 19 - - _ - - / 9i PROTECT EXISTING / n, m ' ��\ �_�\ _ _ - WETLAND / n, m / SWALE CENTERLINE <_ - / / ' g11 /I I / 10' WIDE EMERGENCY OVERFLOW _ - _ - _ - - - - -- __ - CAP 8" PE FOR FUTURE DRAINTILE - 6 ' M ( B 1 ) \ X CONNECTION. MARK PIPE END III}- T .91 8 PROTECT EXISTING TREES WITH METAL POST. 6 INV=9130I v 48" MH (CB-14) �_ ST-03 �� --- PROPOSED OW ENTRY 920 020.0 / g1a / PROPOSED OW ENTRY 9209620.0 TC. 916.85 �, I wv=912.00 c0e c-06 $� I SS 148"C (C -01 / \ EAST POND TC. 9 4.5 3EX FES-03 / �^ I I I I I I I j sEE Os II I I wv=slo.00 100-YR24-HR / / o PEAK = 914.59 A y / 1� W / W W W W W < W 'e / 910 30" CB8.50 04) A - 919 /� o / g1912 ?S wFT 3 \ti J G05 » > > > > » >> >i >> > » ii i> ii•' / g�9;A / eUFFF/i 9 g15 gz0 60 / /// / I ` 919 � " M( / / I ✓ / 919 / �18 24"x36"CB -10) / TC. 9H -02) 17.58 O / NG05 .917.31 / / / / /l / 920 ®� 1� / PROTECT EXISTING 2 919 i I 48"CB(CB-05) EXISITNG F.F.E. = 919.0 1 �48" MH (Cs-O9) / I TC. 917.59 / LOW ENTRY=918.96 m V �XooR /Ic. sn.a�o / / NOTES: / ' SYMBOL AND PATTERN LEGEND \ V / / / 1. CONTRACTOR IS RESPONSIBLE TO LOCATE AND FIELD VERIFY ALL EXISTING UTILITIES PRIOR TO 750 EX 10' CONTOUR PROPERTY BOUNDARY I / ) / / / / 2. ALL EXISTING ROADS, PARKING LOTS, TRAILS, SIGNS, OR SIMILAR SHALL BE PROTECTED I I 1 - EX 2' CONTOUR _�� _� z \ 91s / 1q / / / DURING CONSTRUCTION. / - 752 - - PROP STORM SEWER N / 9 g16 / / / 3. CONTRACTOR SHALL TAKE PRECAUTIONS TO MINIMIZE THE TRANSFER OF AQUATIC AND / \ SS EX STORM SEWER — 750 — PROP 1 O' CONTOUR V / / / TERRESTRIAL INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE. / 4. TREES SHOULD BE PROTECTED DURING CONSTRUCTION, UNLESS IDENTIFIED FOR REMOVAL 752 PROP 2' CONTOUR I N.(C / / PLAN OR DIRECTED BY ENGINEER. SAN EX SANITARY SEWER I SV�7 ,o I 5. SEE SHEETS G-04 AND G-05 FOR EROSION CONTROL AND TREE PROTECTION. GAS EX GAS LINE SAN PROP SANITARY SEWER 1 W EX WATER MAIN W PROP WATER MAIN T 'f - / V / MATCH LINE-SHEETC-03 n/ WT - EX WETLAND PROP CONCRETE /� •P OE EX OVERHEAD ELECTRIC \ n I I // PROP BITUMINOUS UE EX UNDERGROUND ELECTRIC PROP GRAVEL rl-'\ PLAN: GRADING AND UTILITY o 20 40 ISSUED FOR PERMITTING CATV EX BURIED CABLE LINE SCALEIN FEET 1 O NOT FOR CONSTRUCTION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR CLIENT Project Office: Scale A$SHOWN BARR PROJECT NO. REPORT WAS PREPARED BMEORUNDERMYDIRECT LTC CAMPUS EXPANSION SUPERVISION AND THATV I AMA DULY LICENSED 61D - - - - - - - BARRENGINEERINGCO. Date 05/11/2020 23/02-1079.00 PROFESSIONAL TATEOFMIUNDER THE LAWS OFTHE CONSTRUCTION BARR 4300 MARKETPOINTE DRIVE Drawn LINO LAKES, MN STATE OF MINNESOTA. EPF CLIENT PROJECT No. PERMITTING 05111 R0 $Ui1B 200 Checked _ PRINTED NAME MICHELLE KIMBLE MINNEAPOLIS, MN 55435 MAK LINO LAKES, MN GRADING AND STORMWATER PLAN A B C 0 1 2 3 Corporate Headquarters: Ph:1-801-02-2277 Deeignecl BARR DWG. No. REV. No. SIGNATURE RELEASED Minneapolis, Minnesota Fax: (952)832-2601 NO. BY CHK. APP. DATE REVISION DESCRIPTION DATE O51112020 LICENSE# 42012 TO/FOR DATE RELEASED Ph:1-800-632-2277 www.barr.com Approved MAK EAST C-02 A