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NOTES: <br />r 1. CONTRACTOR IS RESPONSIBLE TO LOCATE AND FIELD VERIFY ALL EXISTING UTILITIES PRIOR r — <br />TO WORK. <br />2. ALL EXISTING ROADS, PARKING LOTS, TRAILS, SIGNS, OR SIMILAR SHALL BE PROTECTED <br />DURING CONSTRUCTION. <br />3. CONTRACTOR SHALL TAKE PRECAUTIONS TO MINIMIZE THE TRANSFER OF AQUATIC AND <br />TERRESTRIAL INVASIVE SPECIES TO THE MAXIMUM EXTENT POSSIBLE. <br />4. TREES SHOULD BE PROTECTED DURING CONSTRUCTION, UNLESS IDENTIFIED FOR REMOVAL <br />PLAN OR DIRECTED BY ENGINEER. <br />5. SEE SHEETS G-04 AND G-05 FOR EROSION CONTROL AND TREE PROTECTION. <br />\-- <br />ss <br />/ SS <br />EXISITNG F.F.E. = 919.0 <br />LOW ENTRY=918.96 <br />z <br />1 \ / / / SYMBOL AND PATTERN LEGEND <br />MATCH LINE - SHEET C-02 / 750Ex 10' CONTOUR <br />3 V /// / / — — 752 — — EX 2' CONTOUR <br />/ rail I / / // SS EX STORM SEWER <br />PC: 2+22.48— r / <br />SAN EX SANITARY SEWER <br />PROTECT EXISTING <br />m WETLAND / / / GAS EX GAS LINE <br />ro <br />/ W EX WATER MAIN <br />WT EX WETLAND <br />OE EX OVERHEAD ELECTRIC <br />z <br />UE EX UNDERGROUND ELECTRIC <br />24"x36" CB (CB-061 / / 1N / CATV EX BURIED CABLE LINE <br />TC. 916.79 / <br />�� EX TREE <br />/ 6 / <br />I I \ r EX FES-12 / 0i I � I EX PROPERTY BOUNDARY <br />INV. = 913.1009 PROP STORM SEWER <br />IV <br />750 PROP 10' CONTOUR <br />752 PROP 2' CONTOUR <br />N \ _ rn I \\ \ /1M ` TC(915.53 915 I —SAN— PROP SANITARY SEWER <br />— \\ \ � W PROP WATER MAIN <br />A <br />\ 1 PROP CONCRETE <br />\ \\ 110' WIMERGENCY / ST-07 <br />I Q \ I OVERFLOW - 2 i INV=910.00 \ I I PROP BITUMINOUS <br />ELEV=916.0 C-06 <br />PROP GRAVEL <br />I _. \\\ /9^y 91a 913 g12 91� WESTPOND O <br />I I <br />\ I l y,, _ VJC NWL=914.0 <br />\ / 2 100-YR 24-HR ELEV = 916.17 <br />y \ <br />aQi I \ I r¢ ST-02 <br />916 <br />917 INV=910.00 <br />�� / _ _ - I �,� <br />S 19918 / <br />S ¢ 918 1� /-IN ---- -�- I 115' 5 I I <br />s Lei I \ / <br />C-05 18" HDPE --- <br />\ REPLACE EXISTING CB 4 60" MH (CB-07) 60" MH (CB-08) ` \ (I I I I I I\ \ I I II I \ \ I <br />_ (EX. CB-12) y TC. 917.74 II I I I I I io N I <br />� _TC. 918.56 � <br />1 <br />m a <br />y o <br />c 11 <br />z a <br />� 1 <br />co yl y <br />\ ST-01 I I I <br />z <br />/ \ <br />/ 911 <br />912 _ <br />/ <br />as" MH <br />(CB <br />e�sa <br />NVS 4 NV N 3N S tlS tlS NVS NtlS NVS / —� 914 <br />_ 915 <br />_ 919 , �— 917 916 <br />_ <br />C-OS s118 ` / <br />\ / _ <br />QE — OE OE OE OE OF OE OE OE OE \ OE OE OE <br />%1� PLAN: GRADING AND UTILITY ° 20 40 ISSUED FOR PERMITTING <br />SCALE IN FEET 1 O NOT FOR CONSTRUCTION <br />I HEREBYREPORT <br />CERTIFYTHATTHIS PLAN, SPECIFICATION, OR CLIENT Prolecl Office: Style ASSHOWN BARB PROJECT No. <br />REPORT WASION AND THAT ME A UNDER EN DIRECT BID Date LTC CAMPUS EXPANSION <br />SUPERVISION AND THAT I AM A DULY LICENSED BARB ENGINEERING CO. O5/11 /2020 23/02-1079.00 <br />PROFESSIONAL ENGINEER UNDER THE LAWS OF THE CONSTRUCTION — BARR 4300 MARKETPOINTE DRIVE DrawnLABOR LINO LAKES, MN <br />STATE OF MINNESOTA. EPF CLIENT PROJECT No. <br />PERMITTINGTAI <br />$UIIB 200 <br />cneed LINO LAKES, MN <br />PRINTED NAME MICHELLE KIMBLE MINNEAPOLIS, MN 55435 MAK GRADING AND STORMWATER PLAN <br />ERS TRAINING CENTER <br />C 0 1 2 3 Coryorale Headquarters: ph:1$00-832-22]] Designed BARR <br />SIGNATURE RELEASED Minneapolis, Minnesota Fax:-800-(952 532-2so1 DWG. No. REV. No. <br />10. BY CHK. APP. DATE REVISION DESCRIPTION DATE 25111/2020 LICENSE a 42012 TO/FOR DATE RELEASED Ph: 1-800-632-22]] www.narr.mm AppfO ed MAK WEST <br />C-03 A <br />